Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete

Abstract The construction industry generates a huge amount of concrete waste that needs to be recycled, which is said to be recycled aggregate (RA) being used for partial or total substitution of natural aggregate. Upscaling recycled aggregate in concrete production reduces dumped waste and decrease...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Gifta, C. Chella [verfasserIn] Sridharan, R. [verfasserIn] Lavanya, M. [verfasserIn] Partheeban, Pachaivannan [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2024

Schlagwörter:	Aggregate surface treatment Mechanical and durability properties Recycled coarse aggregate Sustainability Precoating treatment

Anmerkung:	© The Author(s), under exclusive licence to Springer Nature Singapore Pte Ltd. 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Übergeordnetes Werk:	Enthalten in: Materials circular economy - Springer Nature Singapore, 2020, 6(2024), 1 vom: 30. Juli
Übergeordnetes Werk:	volume:6 ; year:2024 ; number:1 ; day:30 ; month:07

Links:	Volltext

DOI / URN:	10.1007/s42824-024-00134-9

Katalog-ID:	SPR056795904

Internformat


LEADER	01000naa a22002652 4500
001	SPR056795904
003	DE-627
005	20240731064904.0
007	cr uuu---uuuuu
008	240731s2024 xx \|\|\|\|\|o 00\| \|\|eng c
024	7		\|a 10.1007/s42824-024-00134-9 \|2 doi
035			\|a (DE-627)SPR056795904
035			\|a (SPR)s42824-024-00134-9-e
040			\|a DE-627 \|b ger \|c DE-627 \|e rakwb
041			\|a eng
082	0	4	\|a 333.7 \|q VZ
100	1		\|a Gifta, C. Chella \|e verfasserin \|0 (orcid)0000-0002-4956-9332 \|4 aut
245	1	0	\|a Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete
264		1	\|c 2024
336			\|a Text \|b txt \|2 rdacontent
337			\|a Computermedien \|b c \|2 rdamedia
338			\|a Online-Ressource \|b cr \|2 rdacarrier
500			\|a © The Author(s), under exclusive licence to Springer Nature Singapore Pte Ltd. 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
520			\|a Abstract The construction industry generates a huge amount of concrete waste that needs to be recycled, which is said to be recycled aggregate (RA) being used for partial or total substitution of natural aggregate. Upscaling recycled aggregate in concrete production reduces dumped waste and decreases energy consumption in the extraction of new materials. However, the high water demand and poor interfacial transition zone of recycled aggregate contribute to inferior compressive strength and durability properties of concrete. Therefore, in this study, the inherent properties of recycled aggregate are improved by precoating it with pond ash material discarded from the thermal power plant industries. The pretreated recycled aggregate is then used in the replacement of natural coarse aggregate at various substitution levels (0%, 30%, 50%, 70%, and 100%), and the effects of these replacements on the mechanical and durability aspects of concrete are explored. The compressive strength, flexural strength, elastic modulus, water absorption, water sorptivity, and carbonation properties are assessed in pretreated recycled aggregate concrete. Test results indicate an increase in compressive strength (20.68%) and flexural strength (13.33%) in concrete with 50% pretreated recycled aggregate, while the elastic modulus in the same replacement shows marginal improvement. Durability aspects such as water absorption and sorptivity were enhanced with the precoated RCA and fell within permissible limits. Recycling construction and demolition waste using this pretreatment technique can help to protect the environment and reduce the depletion of natural resources, contributing to sustainable development goals.
650		4	\|a Aggregate surface treatment \|7 (dpeaa)DE-He213
650		4	\|a Mechanical and durability properties \|7 (dpeaa)DE-He213
650		4	\|a Recycled coarse aggregate \|7 (dpeaa)DE-He213
650		4	\|a Sustainability \|7 (dpeaa)DE-He213
650		4	\|a Precoating treatment \|7 (dpeaa)DE-He213
700	1		\|a Sridharan, R. \|e verfasserin \|4 aut
700	1		\|a Lavanya, M. \|e verfasserin \|4 aut
700	1		\|a Partheeban, Pachaivannan \|e verfasserin \|4 aut
773	0	8	\|i Enthalten in \|t Materials circular economy \|d Springer Nature Singapore, 2020 \|g 6(2024), 1 vom: 30. Juli \|w (DE-627)1689511532 \|w (DE-600)3007614-6 \|x 2524-8154 \|7 nnns
773	1	8	\|g volume:6 \|g year:2024 \|g number:1 \|g day:30 \|g month:07
856	4	0	\|u https://dx.doi.org/10.1007/s42824-024-00134-9 \|m X:SPRINGER \|x Resolving-System \|z lizenzpflichtig \|3 Volltext
912			\|a SYSFLAG_0
912			\|a GBV_SPRINGER
912			\|a GBV_ILN_11
912			\|a GBV_ILN_20
912			\|a GBV_ILN_22
912			\|a GBV_ILN_23
912			\|a GBV_ILN_24
912			\|a GBV_ILN_31
912			\|a GBV_ILN_32
912			\|a GBV_ILN_39
912			\|a GBV_ILN_40
912			\|a GBV_ILN_60
912			\|a GBV_ILN_62
912			\|a GBV_ILN_63
912			\|a GBV_ILN_65
912			\|a GBV_ILN_69
912			\|a GBV_ILN_70
912			\|a GBV_ILN_73
912			\|a GBV_ILN_74
912			\|a GBV_ILN_90
912			\|a GBV_ILN_95
912			\|a GBV_ILN_100
912			\|a GBV_ILN_105
912			\|a GBV_ILN_110
912			\|a GBV_ILN_138
912			\|a GBV_ILN_150
912			\|a GBV_ILN_151
912			\|a GBV_ILN_152
912			\|a GBV_ILN_161
912			\|a GBV_ILN_170
912			\|a GBV_ILN_171
912			\|a GBV_ILN_187
912			\|a GBV_ILN_213
912			\|a GBV_ILN_224
912			\|a GBV_ILN_230
912			\|a GBV_ILN_250
912			\|a GBV_ILN_281
912			\|a GBV_ILN_285
912			\|a GBV_ILN_293
912			\|a GBV_ILN_370
912			\|a GBV_ILN_602
912			\|a GBV_ILN_636
912			\|a GBV_ILN_702
912			\|a GBV_ILN_2001
912			\|a GBV_ILN_2003
912			\|a GBV_ILN_2004
912			\|a GBV_ILN_2005
912			\|a GBV_ILN_2006
912			\|a GBV_ILN_2007
912			\|a GBV_ILN_2009
912			\|a GBV_ILN_2010
912			\|a GBV_ILN_2011
912			\|a GBV_ILN_2014
912			\|a GBV_ILN_2015
912			\|a GBV_ILN_2020
912			\|a GBV_ILN_2021
912			\|a GBV_ILN_2025
912			\|a GBV_ILN_2026
912			\|a GBV_ILN_2027
912			\|a GBV_ILN_2031
912			\|a GBV_ILN_2034
912			\|a GBV_ILN_2037
912			\|a GBV_ILN_2038
912			\|a GBV_ILN_2039
912			\|a GBV_ILN_2044
912			\|a GBV_ILN_2048
912			\|a GBV_ILN_2049
912			\|a GBV_ILN_2050
912			\|a GBV_ILN_2055
912			\|a GBV_ILN_2056
912			\|a GBV_ILN_2057
912			\|a GBV_ILN_2059
912			\|a GBV_ILN_2061
912			\|a GBV_ILN_2064
912			\|a GBV_ILN_2065
912			\|a GBV_ILN_2068
912			\|a GBV_ILN_2088
912			\|a GBV_ILN_2093
912			\|a GBV_ILN_2106
912			\|a GBV_ILN_2107
912			\|a GBV_ILN_2108
912			\|a GBV_ILN_2110
912			\|a GBV_ILN_2111
912			\|a GBV_ILN_2112
912			\|a GBV_ILN_2113
912			\|a GBV_ILN_2118
912			\|a GBV_ILN_2122
912			\|a GBV_ILN_2129
912			\|a GBV_ILN_2143
912			\|a GBV_ILN_2144
912			\|a GBV_ILN_2147
912			\|a GBV_ILN_2148
912			\|a GBV_ILN_2152
912			\|a GBV_ILN_2153
912			\|a GBV_ILN_2188
912			\|a GBV_ILN_2232
912			\|a GBV_ILN_2336
912			\|a GBV_ILN_2446
912			\|a GBV_ILN_2470
912			\|a GBV_ILN_2472
912			\|a GBV_ILN_2507
912			\|a GBV_ILN_2522
912			\|a GBV_ILN_2548
912			\|a GBV_ILN_4035
912			\|a GBV_ILN_4037
912			\|a GBV_ILN_4046
912			\|a GBV_ILN_4112
912			\|a GBV_ILN_4125
912			\|a GBV_ILN_4126
912			\|a GBV_ILN_4242
912			\|a GBV_ILN_4249
912			\|a GBV_ILN_4251
912			\|a GBV_ILN_4305
912			\|a GBV_ILN_4306
912			\|a GBV_ILN_4307
912			\|a GBV_ILN_4313
912			\|a GBV_ILN_4322
912			\|a GBV_ILN_4323
912			\|a GBV_ILN_4324
912			\|a GBV_ILN_4325
912			\|a GBV_ILN_4326
912			\|a GBV_ILN_4328
912			\|a GBV_ILN_4333
912			\|a GBV_ILN_4334
912			\|a GBV_ILN_4335
912			\|a GBV_ILN_4336
912			\|a GBV_ILN_4338
912			\|a GBV_ILN_4393
912			\|a GBV_ILN_4700
951			\|a AR
952			\|d 6 \|j 2024 \|e 1 \|b 30 \|c 07

Indexfelder

author_variant	c c g cc ccg r s rs m l ml p p pp
matchkey_str	article:25248154:2024----::vlainnhsraeoiideyldoregrgtfrhdvlpetfuti
hierarchy_sort_str	2024
publishDate	2024
allfields	10.1007/s42824-024-00134-9 doi (DE-627)SPR056795904 (SPR)s42824-024-00134-9-e DE-627 ger DE-627 rakwb eng 333.7 VZ Gifta, C. Chella verfasserin (orcid)0000-0002-4956-9332 aut Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Singapore Pte Ltd. 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The construction industry generates a huge amount of concrete waste that needs to be recycled, which is said to be recycled aggregate (RA) being used for partial or total substitution of natural aggregate. Upscaling recycled aggregate in concrete production reduces dumped waste and decreases energy consumption in the extraction of new materials. However, the high water demand and poor interfacial transition zone of recycled aggregate contribute to inferior compressive strength and durability properties of concrete. Therefore, in this study, the inherent properties of recycled aggregate are improved by precoating it with pond ash material discarded from the thermal power plant industries. The pretreated recycled aggregate is then used in the replacement of natural coarse aggregate at various substitution levels (0%, 30%, 50%, 70%, and 100%), and the effects of these replacements on the mechanical and durability aspects of concrete are explored. The compressive strength, flexural strength, elastic modulus, water absorption, water sorptivity, and carbonation properties are assessed in pretreated recycled aggregate concrete. Test results indicate an increase in compressive strength (20.68%) and flexural strength (13.33%) in concrete with 50% pretreated recycled aggregate, while the elastic modulus in the same replacement shows marginal improvement. Durability aspects such as water absorption and sorptivity were enhanced with the precoated RCA and fell within permissible limits. Recycling construction and demolition waste using this pretreatment technique can help to protect the environment and reduce the depletion of natural resources, contributing to sustainable development goals. Aggregate surface treatment (dpeaa)DE-He213 Mechanical and durability properties (dpeaa)DE-He213 Recycled coarse aggregate (dpeaa)DE-He213 Sustainability (dpeaa)DE-He213 Precoating treatment (dpeaa)DE-He213 Sridharan, R. verfasserin aut Lavanya, M. verfasserin aut Partheeban, Pachaivannan verfasserin aut Enthalten in Materials circular economy Springer Nature Singapore, 2020 6(2024), 1 vom: 30. Juli (DE-627)1689511532 (DE-600)3007614-6 2524-8154 nnns volume:6 year:2024 number:1 day:30 month:07 https://dx.doi.org/10.1007/s42824-024-00134-9 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 6 2024 1 30 07
spelling	10.1007/s42824-024-00134-9 doi (DE-627)SPR056795904 (SPR)s42824-024-00134-9-e DE-627 ger DE-627 rakwb eng 333.7 VZ Gifta, C. Chella verfasserin (orcid)0000-0002-4956-9332 aut Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Singapore Pte Ltd. 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The construction industry generates a huge amount of concrete waste that needs to be recycled, which is said to be recycled aggregate (RA) being used for partial or total substitution of natural aggregate. Upscaling recycled aggregate in concrete production reduces dumped waste and decreases energy consumption in the extraction of new materials. However, the high water demand and poor interfacial transition zone of recycled aggregate contribute to inferior compressive strength and durability properties of concrete. Therefore, in this study, the inherent properties of recycled aggregate are improved by precoating it with pond ash material discarded from the thermal power plant industries. The pretreated recycled aggregate is then used in the replacement of natural coarse aggregate at various substitution levels (0%, 30%, 50%, 70%, and 100%), and the effects of these replacements on the mechanical and durability aspects of concrete are explored. The compressive strength, flexural strength, elastic modulus, water absorption, water sorptivity, and carbonation properties are assessed in pretreated recycled aggregate concrete. Test results indicate an increase in compressive strength (20.68%) and flexural strength (13.33%) in concrete with 50% pretreated recycled aggregate, while the elastic modulus in the same replacement shows marginal improvement. Durability aspects such as water absorption and sorptivity were enhanced with the precoated RCA and fell within permissible limits. Recycling construction and demolition waste using this pretreatment technique can help to protect the environment and reduce the depletion of natural resources, contributing to sustainable development goals. Aggregate surface treatment (dpeaa)DE-He213 Mechanical and durability properties (dpeaa)DE-He213 Recycled coarse aggregate (dpeaa)DE-He213 Sustainability (dpeaa)DE-He213 Precoating treatment (dpeaa)DE-He213 Sridharan, R. verfasserin aut Lavanya, M. verfasserin aut Partheeban, Pachaivannan verfasserin aut Enthalten in Materials circular economy Springer Nature Singapore, 2020 6(2024), 1 vom: 30. Juli (DE-627)1689511532 (DE-600)3007614-6 2524-8154 nnns volume:6 year:2024 number:1 day:30 month:07 https://dx.doi.org/10.1007/s42824-024-00134-9 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 6 2024 1 30 07
allfields_unstemmed	10.1007/s42824-024-00134-9 doi (DE-627)SPR056795904 (SPR)s42824-024-00134-9-e DE-627 ger DE-627 rakwb eng 333.7 VZ Gifta, C. Chella verfasserin (orcid)0000-0002-4956-9332 aut Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Singapore Pte Ltd. 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The construction industry generates a huge amount of concrete waste that needs to be recycled, which is said to be recycled aggregate (RA) being used for partial or total substitution of natural aggregate. Upscaling recycled aggregate in concrete production reduces dumped waste and decreases energy consumption in the extraction of new materials. However, the high water demand and poor interfacial transition zone of recycled aggregate contribute to inferior compressive strength and durability properties of concrete. Therefore, in this study, the inherent properties of recycled aggregate are improved by precoating it with pond ash material discarded from the thermal power plant industries. The pretreated recycled aggregate is then used in the replacement of natural coarse aggregate at various substitution levels (0%, 30%, 50%, 70%, and 100%), and the effects of these replacements on the mechanical and durability aspects of concrete are explored. The compressive strength, flexural strength, elastic modulus, water absorption, water sorptivity, and carbonation properties are assessed in pretreated recycled aggregate concrete. Test results indicate an increase in compressive strength (20.68%) and flexural strength (13.33%) in concrete with 50% pretreated recycled aggregate, while the elastic modulus in the same replacement shows marginal improvement. Durability aspects such as water absorption and sorptivity were enhanced with the precoated RCA and fell within permissible limits. Recycling construction and demolition waste using this pretreatment technique can help to protect the environment and reduce the depletion of natural resources, contributing to sustainable development goals. Aggregate surface treatment (dpeaa)DE-He213 Mechanical and durability properties (dpeaa)DE-He213 Recycled coarse aggregate (dpeaa)DE-He213 Sustainability (dpeaa)DE-He213 Precoating treatment (dpeaa)DE-He213 Sridharan, R. verfasserin aut Lavanya, M. verfasserin aut Partheeban, Pachaivannan verfasserin aut Enthalten in Materials circular economy Springer Nature Singapore, 2020 6(2024), 1 vom: 30. Juli (DE-627)1689511532 (DE-600)3007614-6 2524-8154 nnns volume:6 year:2024 number:1 day:30 month:07 https://dx.doi.org/10.1007/s42824-024-00134-9 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 6 2024 1 30 07
allfieldsGer	10.1007/s42824-024-00134-9 doi (DE-627)SPR056795904 (SPR)s42824-024-00134-9-e DE-627 ger DE-627 rakwb eng 333.7 VZ Gifta, C. Chella verfasserin (orcid)0000-0002-4956-9332 aut Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Singapore Pte Ltd. 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The construction industry generates a huge amount of concrete waste that needs to be recycled, which is said to be recycled aggregate (RA) being used for partial or total substitution of natural aggregate. Upscaling recycled aggregate in concrete production reduces dumped waste and decreases energy consumption in the extraction of new materials. However, the high water demand and poor interfacial transition zone of recycled aggregate contribute to inferior compressive strength and durability properties of concrete. Therefore, in this study, the inherent properties of recycled aggregate are improved by precoating it with pond ash material discarded from the thermal power plant industries. The pretreated recycled aggregate is then used in the replacement of natural coarse aggregate at various substitution levels (0%, 30%, 50%, 70%, and 100%), and the effects of these replacements on the mechanical and durability aspects of concrete are explored. The compressive strength, flexural strength, elastic modulus, water absorption, water sorptivity, and carbonation properties are assessed in pretreated recycled aggregate concrete. Test results indicate an increase in compressive strength (20.68%) and flexural strength (13.33%) in concrete with 50% pretreated recycled aggregate, while the elastic modulus in the same replacement shows marginal improvement. Durability aspects such as water absorption and sorptivity were enhanced with the precoated RCA and fell within permissible limits. Recycling construction and demolition waste using this pretreatment technique can help to protect the environment and reduce the depletion of natural resources, contributing to sustainable development goals. Aggregate surface treatment (dpeaa)DE-He213 Mechanical and durability properties (dpeaa)DE-He213 Recycled coarse aggregate (dpeaa)DE-He213 Sustainability (dpeaa)DE-He213 Precoating treatment (dpeaa)DE-He213 Sridharan, R. verfasserin aut Lavanya, M. verfasserin aut Partheeban, Pachaivannan verfasserin aut Enthalten in Materials circular economy Springer Nature Singapore, 2020 6(2024), 1 vom: 30. Juli (DE-627)1689511532 (DE-600)3007614-6 2524-8154 nnns volume:6 year:2024 number:1 day:30 month:07 https://dx.doi.org/10.1007/s42824-024-00134-9 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 6 2024 1 30 07
allfieldsSound	10.1007/s42824-024-00134-9 doi (DE-627)SPR056795904 (SPR)s42824-024-00134-9-e DE-627 ger DE-627 rakwb eng 333.7 VZ Gifta, C. Chella verfasserin (orcid)0000-0002-4956-9332 aut Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Singapore Pte Ltd. 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The construction industry generates a huge amount of concrete waste that needs to be recycled, which is said to be recycled aggregate (RA) being used for partial or total substitution of natural aggregate. Upscaling recycled aggregate in concrete production reduces dumped waste and decreases energy consumption in the extraction of new materials. However, the high water demand and poor interfacial transition zone of recycled aggregate contribute to inferior compressive strength and durability properties of concrete. Therefore, in this study, the inherent properties of recycled aggregate are improved by precoating it with pond ash material discarded from the thermal power plant industries. The pretreated recycled aggregate is then used in the replacement of natural coarse aggregate at various substitution levels (0%, 30%, 50%, 70%, and 100%), and the effects of these replacements on the mechanical and durability aspects of concrete are explored. The compressive strength, flexural strength, elastic modulus, water absorption, water sorptivity, and carbonation properties are assessed in pretreated recycled aggregate concrete. Test results indicate an increase in compressive strength (20.68%) and flexural strength (13.33%) in concrete with 50% pretreated recycled aggregate, while the elastic modulus in the same replacement shows marginal improvement. Durability aspects such as water absorption and sorptivity were enhanced with the precoated RCA and fell within permissible limits. Recycling construction and demolition waste using this pretreatment technique can help to protect the environment and reduce the depletion of natural resources, contributing to sustainable development goals. Aggregate surface treatment (dpeaa)DE-He213 Mechanical and durability properties (dpeaa)DE-He213 Recycled coarse aggregate (dpeaa)DE-He213 Sustainability (dpeaa)DE-He213 Precoating treatment (dpeaa)DE-He213 Sridharan, R. verfasserin aut Lavanya, M. verfasserin aut Partheeban, Pachaivannan verfasserin aut Enthalten in Materials circular economy Springer Nature Singapore, 2020 6(2024), 1 vom: 30. Juli (DE-627)1689511532 (DE-600)3007614-6 2524-8154 nnns volume:6 year:2024 number:1 day:30 month:07 https://dx.doi.org/10.1007/s42824-024-00134-9 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 6 2024 1 30 07
language	English
source	Enthalten in Materials circular economy 6(2024), 1 vom: 30. Juli volume:6 year:2024 number:1 day:30 month:07
sourceStr	Enthalten in Materials circular economy 6(2024), 1 vom: 30. Juli volume:6 year:2024 number:1 day:30 month:07
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Aggregate surface treatment Mechanical and durability properties Recycled coarse aggregate Sustainability Precoating treatment
dewey-raw	333.7
isfreeaccess_bool	false
container_title	Materials circular economy
authorswithroles_txt_mv	Gifta, C. Chella @@aut@@ Sridharan, R. @@aut@@ Lavanya, M. @@aut@@ Partheeban, Pachaivannan @@aut@@
publishDateDaySort_date	2024-07-30T00:00:00Z
hierarchy_top_id	1689511532
dewey-sort	3333.7
id	SPR056795904
language_de	englisch
fullrecord	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000naa a22002652 4500</leader><controlfield tag="001">SPR056795904</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20240731064904.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">240731s2024 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s42824-024-00134-9</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR056795904</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s42824-024-00134-9-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">333.7</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Gifta, C. Chella</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0002-4956-9332</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2024</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© The Author(s), under exclusive licence to Springer Nature Singapore Pte Ltd. 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The construction industry generates a huge amount of concrete waste that needs to be recycled, which is said to be recycled aggregate (RA) being used for partial or total substitution of natural aggregate. Upscaling recycled aggregate in concrete production reduces dumped waste and decreases energy consumption in the extraction of new materials. However, the high water demand and poor interfacial transition zone of recycled aggregate contribute to inferior compressive strength and durability properties of concrete. Therefore, in this study, the inherent properties of recycled aggregate are improved by precoating it with pond ash material discarded from the thermal power plant industries. The pretreated recycled aggregate is then used in the replacement of natural coarse aggregate at various substitution levels (0%, 30%, 50%, 70%, and 100%), and the effects of these replacements on the mechanical and durability aspects of concrete are explored. The compressive strength, flexural strength, elastic modulus, water absorption, water sorptivity, and carbonation properties are assessed in pretreated recycled aggregate concrete. Test results indicate an increase in compressive strength (20.68%) and flexural strength (13.33%) in concrete with 50% pretreated recycled aggregate, while the elastic modulus in the same replacement shows marginal improvement. Durability aspects such as water absorption and sorptivity were enhanced with the precoated RCA and fell within permissible limits. Recycling construction and demolition waste using this pretreatment technique can help to protect the environment and reduce the depletion of natural resources, contributing to sustainable development goals.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Aggregate surface treatment</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Mechanical and durability properties</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Recycled coarse aggregate</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Sustainability</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Precoating treatment</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Sridharan, R.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Lavanya, M.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Partheeban, Pachaivannan</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Materials circular economy</subfield><subfield code="d">Springer Nature Singapore, 2020</subfield><subfield code="g">6(2024), 1 vom: 30. Juli</subfield><subfield code="w">(DE-627)1689511532</subfield><subfield code="w">(DE-600)3007614-6</subfield><subfield code="x">2524-8154</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:6</subfield><subfield code="g">year:2024</subfield><subfield code="g">number:1</subfield><subfield code="g">day:30</subfield><subfield code="g">month:07</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://dx.doi.org/10.1007/s42824-024-00134-9</subfield><subfield code="m">X:SPRINGER</subfield><subfield code="x">Resolving-System</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_0</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_SPRINGER</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_11</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_39</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_74</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_138</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_150</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_161</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_170</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_171</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_187</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_224</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_250</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_281</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_285</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_293</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_636</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_702</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2001</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2005</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2006</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2007</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2009</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2010</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2025</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2026</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2031</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2034</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2038</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2039</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2044</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2048</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2049</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2050</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2055</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2056</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2057</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2059</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2061</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2064</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2065</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2068</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2093</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2106</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2107</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2108</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2111</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2113</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2118</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2122</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2129</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2143</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2144</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2147</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2148</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2153</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2188</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2232</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2446</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2472</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2507</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2522</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2548</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4126</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4242</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4251</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4326</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4328</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4333</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4334</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4335</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4393</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">6</subfield><subfield code="j">2024</subfield><subfield code="e">1</subfield><subfield code="b">30</subfield><subfield code="c">07</subfield></datafield></record></collection>
author	Gifta, C. Chella
spellingShingle	Gifta, C. Chella ddc 333.7 misc Aggregate surface treatment misc Mechanical and durability properties misc Recycled coarse aggregate misc Sustainability misc Precoating treatment Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete
authorStr	Gifta, C. Chella
ppnlink_with_tag_str_mv	@@773@@(DE-627)1689511532
format	electronic Article
dewey-ones	333 - Economics of land & energy
delete_txt_mv	keep
author_role	aut aut aut aut
collection	springer
remote_str	true
illustrated	Not Illustrated
issn	2524-8154
topic_title	333.7 VZ Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete Aggregate surface treatment (dpeaa)DE-He213 Mechanical and durability properties (dpeaa)DE-He213 Recycled coarse aggregate (dpeaa)DE-He213 Sustainability (dpeaa)DE-He213 Precoating treatment (dpeaa)DE-He213
topic	ddc 333.7 misc Aggregate surface treatment misc Mechanical and durability properties misc Recycled coarse aggregate misc Sustainability misc Precoating treatment
topic_unstemmed	ddc 333.7 misc Aggregate surface treatment misc Mechanical and durability properties misc Recycled coarse aggregate misc Sustainability misc Precoating treatment
topic_browse	ddc 333.7 misc Aggregate surface treatment misc Mechanical and durability properties misc Recycled coarse aggregate misc Sustainability misc Precoating treatment
format_facet	Elektronische Aufsätze Aufsätze Elektronische Ressource
format_main_str_mv	Text Zeitschrift/Artikel
carriertype_str_mv	cr
hierarchy_parent_title	Materials circular economy
hierarchy_parent_id	1689511532
dewey-tens	330 - Economics
hierarchy_top_title	Materials circular economy
isfreeaccess_txt	false
familylinks_str_mv	(DE-627)1689511532 (DE-600)3007614-6
title	Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete
ctrlnum	(DE-627)SPR056795904 (SPR)s42824-024-00134-9-e
title_full	Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete
author_sort	Gifta, C. Chella
journal	Materials circular economy
journalStr	Materials circular economy
lang_code	eng
isOA_bool	false
dewey-hundreds	300 - Social sciences
recordtype	marc
publishDateSort	2024
contenttype_str_mv	txt
author_browse	Gifta, C. Chella Sridharan, R. Lavanya, M. Partheeban, Pachaivannan
container_volume	6
class	333.7 VZ
format_se	Elektronische Aufsätze
author-letter	Gifta, C. Chella
doi_str_mv	10.1007/s42824-024-00134-9
normlink	(ORCID)0000-0002-4956-9332
normlink_prefix_str_mv	(orcid)0000-0002-4956-9332
dewey-full	333.7
author2-role	verfasserin
title_sort	evaluation on the surface-modified recycled coarse aggregate for the development of sustainable pavement quality concrete
title_auth	Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete
abstract	Abstract The construction industry generates a huge amount of concrete waste that needs to be recycled, which is said to be recycled aggregate (RA) being used for partial or total substitution of natural aggregate. Upscaling recycled aggregate in concrete production reduces dumped waste and decreases energy consumption in the extraction of new materials. However, the high water demand and poor interfacial transition zone of recycled aggregate contribute to inferior compressive strength and durability properties of concrete. Therefore, in this study, the inherent properties of recycled aggregate are improved by precoating it with pond ash material discarded from the thermal power plant industries. The pretreated recycled aggregate is then used in the replacement of natural coarse aggregate at various substitution levels (0%, 30%, 50%, 70%, and 100%), and the effects of these replacements on the mechanical and durability aspects of concrete are explored. The compressive strength, flexural strength, elastic modulus, water absorption, water sorptivity, and carbonation properties are assessed in pretreated recycled aggregate concrete. Test results indicate an increase in compressive strength (20.68%) and flexural strength (13.33%) in concrete with 50% pretreated recycled aggregate, while the elastic modulus in the same replacement shows marginal improvement. Durability aspects such as water absorption and sorptivity were enhanced with the precoated RCA and fell within permissible limits. Recycling construction and demolition waste using this pretreatment technique can help to protect the environment and reduce the depletion of natural resources, contributing to sustainable development goals. © The Author(s), under exclusive licence to Springer Nature Singapore Pte Ltd. 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
abstractGer	Abstract The construction industry generates a huge amount of concrete waste that needs to be recycled, which is said to be recycled aggregate (RA) being used for partial or total substitution of natural aggregate. Upscaling recycled aggregate in concrete production reduces dumped waste and decreases energy consumption in the extraction of new materials. However, the high water demand and poor interfacial transition zone of recycled aggregate contribute to inferior compressive strength and durability properties of concrete. Therefore, in this study, the inherent properties of recycled aggregate are improved by precoating it with pond ash material discarded from the thermal power plant industries. The pretreated recycled aggregate is then used in the replacement of natural coarse aggregate at various substitution levels (0%, 30%, 50%, 70%, and 100%), and the effects of these replacements on the mechanical and durability aspects of concrete are explored. The compressive strength, flexural strength, elastic modulus, water absorption, water sorptivity, and carbonation properties are assessed in pretreated recycled aggregate concrete. Test results indicate an increase in compressive strength (20.68%) and flexural strength (13.33%) in concrete with 50% pretreated recycled aggregate, while the elastic modulus in the same replacement shows marginal improvement. Durability aspects such as water absorption and sorptivity were enhanced with the precoated RCA and fell within permissible limits. Recycling construction and demolition waste using this pretreatment technique can help to protect the environment and reduce the depletion of natural resources, contributing to sustainable development goals. © The Author(s), under exclusive licence to Springer Nature Singapore Pte Ltd. 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
abstract_unstemmed	Abstract The construction industry generates a huge amount of concrete waste that needs to be recycled, which is said to be recycled aggregate (RA) being used for partial or total substitution of natural aggregate. Upscaling recycled aggregate in concrete production reduces dumped waste and decreases energy consumption in the extraction of new materials. However, the high water demand and poor interfacial transition zone of recycled aggregate contribute to inferior compressive strength and durability properties of concrete. Therefore, in this study, the inherent properties of recycled aggregate are improved by precoating it with pond ash material discarded from the thermal power plant industries. The pretreated recycled aggregate is then used in the replacement of natural coarse aggregate at various substitution levels (0%, 30%, 50%, 70%, and 100%), and the effects of these replacements on the mechanical and durability aspects of concrete are explored. The compressive strength, flexural strength, elastic modulus, water absorption, water sorptivity, and carbonation properties are assessed in pretreated recycled aggregate concrete. Test results indicate an increase in compressive strength (20.68%) and flexural strength (13.33%) in concrete with 50% pretreated recycled aggregate, while the elastic modulus in the same replacement shows marginal improvement. Durability aspects such as water absorption and sorptivity were enhanced with the precoated RCA and fell within permissible limits. Recycling construction and demolition waste using this pretreatment technique can help to protect the environment and reduce the depletion of natural resources, contributing to sustainable development goals. © The Author(s), under exclusive licence to Springer Nature Singapore Pte Ltd. 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
collection_details	SYSFLAG_0 GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700
container_issue	1
title_short	Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete
url	https://dx.doi.org/10.1007/s42824-024-00134-9
remote_bool	true
author2	Sridharan, R. Lavanya, M. Partheeban, Pachaivannan
author2Str	Sridharan, R. Lavanya, M. Partheeban, Pachaivannan
ppnlink	1689511532
mediatype_str_mv	c
isOA_txt	false
hochschulschrift_bool	false
doi_str	10.1007/s42824-024-00134-9
up_date	2024-07-31T04:51:09.010Z
_version_	1806068842770726912
fullrecord_marcxml	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000naa a22002652 4500</leader><controlfield tag="001">SPR056795904</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20240731064904.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">240731s2024 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s42824-024-00134-9</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR056795904</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s42824-024-00134-9-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">333.7</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Gifta, C. Chella</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0002-4956-9332</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2024</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© The Author(s), under exclusive licence to Springer Nature Singapore Pte Ltd. 2024. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The construction industry generates a huge amount of concrete waste that needs to be recycled, which is said to be recycled aggregate (RA) being used for partial or total substitution of natural aggregate. Upscaling recycled aggregate in concrete production reduces dumped waste and decreases energy consumption in the extraction of new materials. However, the high water demand and poor interfacial transition zone of recycled aggregate contribute to inferior compressive strength and durability properties of concrete. Therefore, in this study, the inherent properties of recycled aggregate are improved by precoating it with pond ash material discarded from the thermal power plant industries. The pretreated recycled aggregate is then used in the replacement of natural coarse aggregate at various substitution levels (0%, 30%, 50%, 70%, and 100%), and the effects of these replacements on the mechanical and durability aspects of concrete are explored. The compressive strength, flexural strength, elastic modulus, water absorption, water sorptivity, and carbonation properties are assessed in pretreated recycled aggregate concrete. Test results indicate an increase in compressive strength (20.68%) and flexural strength (13.33%) in concrete with 50% pretreated recycled aggregate, while the elastic modulus in the same replacement shows marginal improvement. Durability aspects such as water absorption and sorptivity were enhanced with the precoated RCA and fell within permissible limits. Recycling construction and demolition waste using this pretreatment technique can help to protect the environment and reduce the depletion of natural resources, contributing to sustainable development goals.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Aggregate surface treatment</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Mechanical and durability properties</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Recycled coarse aggregate</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Sustainability</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Precoating treatment</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Sridharan, R.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Lavanya, M.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Partheeban, Pachaivannan</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Materials circular economy</subfield><subfield code="d">Springer Nature Singapore, 2020</subfield><subfield code="g">6(2024), 1 vom: 30. Juli</subfield><subfield code="w">(DE-627)1689511532</subfield><subfield code="w">(DE-600)3007614-6</subfield><subfield code="x">2524-8154</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:6</subfield><subfield code="g">year:2024</subfield><subfield code="g">number:1</subfield><subfield code="g">day:30</subfield><subfield code="g">month:07</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://dx.doi.org/10.1007/s42824-024-00134-9</subfield><subfield code="m">X:SPRINGER</subfield><subfield code="x">Resolving-System</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_0</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_SPRINGER</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_11</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_39</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_74</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_138</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_150</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_161</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_170</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_171</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_187</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_224</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_250</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_281</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_285</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_293</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_636</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_702</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2001</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2005</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2006</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2007</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2009</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2010</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2025</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2026</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2031</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2034</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2038</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2039</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2044</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2048</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2049</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2050</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2055</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2056</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2057</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2059</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2061</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2064</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2065</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2068</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2093</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2106</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2107</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2108</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2111</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2113</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2118</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2122</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2129</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2143</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2144</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2147</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2148</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2153</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2188</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2232</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2446</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2472</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2507</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2522</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2548</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4126</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4242</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4251</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4326</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4328</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4333</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4334</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4335</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4393</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">6</subfield><subfield code="j">2024</subfield><subfield code="e">1</subfield><subfield code="b">30</subfield><subfield code="c">07</subfield></datafield></record></collection>
score	7.402135

Nicht das Richtige dabei?

Schreiben Sie uns!

Evaluation on the Surface-Modified Recycled Coarse Aggregate for the Development of Sustainable Pavement Quality Concrete

Nicht das Richtige dabei?

Zugang & Verfügbarkeit

Vorhandene Bände

Nicht das Richtige dabei?