Design development of sustainable brick-waste geopolymer brick using full factorial design methodology

Rapid expansion in the worldwide infrastructure sector has led to a massive increase in construction and demolition waste (CDW), which was inadequately managed from a disposal and reuse point of view. In the present experimental study, brick waste powder (BWP) obtained from CDW was used as a precurs...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Rihan Maaze, Mohammed [verfasserIn] Shrivastava, Sandeep [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	Brick waste powder Construction & demolition waste Molarity Alkaline solution ratio Geopolymer bricks

Übergeordnetes Werk:	Enthalten in: Construction and building materials - Amsterdam [u.a.] : Elsevier Science, 1987, 370
Übergeordnetes Werk:	volume:370

DOI / URN:	10.1016/j.conbuildmat.2023.130655

Katalog-ID:	ELV000034487

Internformat


LEADER	01000caa a22002652 4500
001	ELV000034487
003	DE-627
005	20230524135110.0
007	cr uuu---uuuuu
008	230426s2023 xx \|\|\|\|\|o 00\| \|\|eng c
024	7		\|a 10.1016/j.conbuildmat.2023.130655 \|2 doi
035			\|a (DE-627)ELV000034487
035			\|a (ELSEVIER)S0950-0618(23)00366-5
040			\|a DE-627 \|b ger \|c DE-627 \|e rda
041			\|a eng
082	0	4	\|a 690 \|q DE-600
084			\|a 56.45 \|2 bkl
100	1		\|a Rihan Maaze, Mohammed \|e verfasserin \|4 aut
245	1	0	\|a Design development of sustainable brick-waste geopolymer brick using full factorial design methodology
264		1	\|c 2023
336			\|a nicht spezifiziert \|b zzz \|2 rdacontent
337			\|a Computermedien \|b c \|2 rdamedia
338			\|a Online-Ressource \|b cr \|2 rdacarrier
520			\|a Rapid expansion in the worldwide infrastructure sector has led to a massive increase in construction and demolition waste (CDW), which was inadequately managed from a disposal and reuse point of view. In the present experimental study, brick waste powder (BWP) obtained from CDW was used as a precursor material. The current research focuses on the design development of BWP-based geopolymer brick mixes by applying full factorial design (FFD). Molarity (4M−12M), alkaline solution ratio (1.5–2.5), and curing temperature (40–60 °C) were the experimental factors that varied to find an optimum design mix. Sand-to-precursor and solid-to-liquid ratios were kept constant. Physical and mechanical properties of brick specimens were studied and reported in the paper. Multi-response optimizer, desirability analysis, and statistical analysis, i.e. Analysis of variance (ANOVA), were performed to identify the optimum mix. Based on the multi-response optimizer, the optimum mix was 12M2.5AS50°C. Furthermore, X-ray diffraction (XRD), scanning electron microscopy (SEM) – Energy dispersive X-ray spectra (EDX), Fourier transform infrared spectroscopy (FTIR), and Thermal gravimetric analysis (TGA) was performed to examine phase structure, morphology, and thermal resistance of the brick mixes. Statistical and microstructural analysis reveals that molarity, alkaline solution ratio and temperature curing were the significant governing factors in enhancing the properties.
650		4	\|a Brick waste powder
650		4	\|a Construction & demolition waste
650		4	\|a Molarity
650		4	\|a Alkaline solution ratio
650		4	\|a Geopolymer bricks
700	1		\|a Shrivastava, Sandeep \|e verfasserin \|0 (orcid)0000-0002-0348-9871 \|4 aut
773	0	8	\|i Enthalten in \|t Construction and building materials \|d Amsterdam [u.a.] : Elsevier Science, 1987 \|g 370 \|h Online-Ressource \|w (DE-627)320423115 \|w (DE-600)2002804-0 \|w (DE-576)259271187 \|7 nnns
773	1	8	\|g volume:370
912			\|a GBV_USEFLAG_U
912			\|a SYSFLAG_U
912			\|a GBV_ELV
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_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_150
912			\|a GBV_ILN_151
912			\|a GBV_ILN_187
912			\|a GBV_ILN_213
912			\|a GBV_ILN_224
912			\|a GBV_ILN_230
912			\|a GBV_ILN_370
912			\|a GBV_ILN_602
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_2007
912			\|a GBV_ILN_2008
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_2034
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_2059
912			\|a GBV_ILN_2061
912			\|a GBV_ILN_2064
912			\|a GBV_ILN_2088
912			\|a GBV_ILN_2106
912			\|a GBV_ILN_2110
912			\|a GBV_ILN_2111
912			\|a GBV_ILN_2112
912			\|a GBV_ILN_2122
912			\|a GBV_ILN_2129
912			\|a GBV_ILN_2143
912			\|a GBV_ILN_2152
912			\|a GBV_ILN_2153
912			\|a GBV_ILN_2190
912			\|a GBV_ILN_2232
912			\|a GBV_ILN_2336
912			\|a GBV_ILN_2470
912			\|a GBV_ILN_2507
912			\|a GBV_ILN_4035
912			\|a GBV_ILN_4037
912			\|a GBV_ILN_4112
912			\|a GBV_ILN_4125
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_4333
912			\|a GBV_ILN_4334
912			\|a GBV_ILN_4338
912			\|a GBV_ILN_4393
912			\|a GBV_ILN_4700
936	b	k	\|a 56.45 \|j Baustoffkunde
951			\|a AR
952			\|d 370

Indexfelder

author_variant	m m r mm mmr s s ss
matchkey_str	rihanmaazemohammedshrivastavasandeep:2023----:eineeomnossanbercwseeplmrrcuigula
hierarchy_sort_str	2023
bklnumber	56.45
publishDate	2023
allfields	10.1016/j.conbuildmat.2023.130655 doi (DE-627)ELV000034487 (ELSEVIER)S0950-0618(23)00366-5 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Rihan Maaze, Mohammed verfasserin aut Design development of sustainable brick-waste geopolymer brick using full factorial design methodology 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Rapid expansion in the worldwide infrastructure sector has led to a massive increase in construction and demolition waste (CDW), which was inadequately managed from a disposal and reuse point of view. In the present experimental study, brick waste powder (BWP) obtained from CDW was used as a precursor material. The current research focuses on the design development of BWP-based geopolymer brick mixes by applying full factorial design (FFD). Molarity (4M−12M), alkaline solution ratio (1.5–2.5), and curing temperature (40–60 °C) were the experimental factors that varied to find an optimum design mix. Sand-to-precursor and solid-to-liquid ratios were kept constant. Physical and mechanical properties of brick specimens were studied and reported in the paper. Multi-response optimizer, desirability analysis, and statistical analysis, i.e. Analysis of variance (ANOVA), were performed to identify the optimum mix. Based on the multi-response optimizer, the optimum mix was 12M2.5AS50°C. Furthermore, X-ray diffraction (XRD), scanning electron microscopy (SEM) – Energy dispersive X-ray spectra (EDX), Fourier transform infrared spectroscopy (FTIR), and Thermal gravimetric analysis (TGA) was performed to examine phase structure, morphology, and thermal resistance of the brick mixes. Statistical and microstructural analysis reveals that molarity, alkaline solution ratio and temperature curing were the significant governing factors in enhancing the properties. Brick waste powder Construction & demolition waste Molarity Alkaline solution ratio Geopolymer bricks Shrivastava, Sandeep verfasserin (orcid)0000-0002-0348-9871 aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 370 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:370 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 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_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 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_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde AR 370
spelling	10.1016/j.conbuildmat.2023.130655 doi (DE-627)ELV000034487 (ELSEVIER)S0950-0618(23)00366-5 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Rihan Maaze, Mohammed verfasserin aut Design development of sustainable brick-waste geopolymer brick using full factorial design methodology 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Rapid expansion in the worldwide infrastructure sector has led to a massive increase in construction and demolition waste (CDW), which was inadequately managed from a disposal and reuse point of view. In the present experimental study, brick waste powder (BWP) obtained from CDW was used as a precursor material. The current research focuses on the design development of BWP-based geopolymer brick mixes by applying full factorial design (FFD). Molarity (4M−12M), alkaline solution ratio (1.5–2.5), and curing temperature (40–60 °C) were the experimental factors that varied to find an optimum design mix. Sand-to-precursor and solid-to-liquid ratios were kept constant. Physical and mechanical properties of brick specimens were studied and reported in the paper. Multi-response optimizer, desirability analysis, and statistical analysis, i.e. Analysis of variance (ANOVA), were performed to identify the optimum mix. Based on the multi-response optimizer, the optimum mix was 12M2.5AS50°C. Furthermore, X-ray diffraction (XRD), scanning electron microscopy (SEM) – Energy dispersive X-ray spectra (EDX), Fourier transform infrared spectroscopy (FTIR), and Thermal gravimetric analysis (TGA) was performed to examine phase structure, morphology, and thermal resistance of the brick mixes. Statistical and microstructural analysis reveals that molarity, alkaline solution ratio and temperature curing were the significant governing factors in enhancing the properties. Brick waste powder Construction & demolition waste Molarity Alkaline solution ratio Geopolymer bricks Shrivastava, Sandeep verfasserin (orcid)0000-0002-0348-9871 aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 370 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:370 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 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_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 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_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde AR 370
allfields_unstemmed	10.1016/j.conbuildmat.2023.130655 doi (DE-627)ELV000034487 (ELSEVIER)S0950-0618(23)00366-5 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Rihan Maaze, Mohammed verfasserin aut Design development of sustainable brick-waste geopolymer brick using full factorial design methodology 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Rapid expansion in the worldwide infrastructure sector has led to a massive increase in construction and demolition waste (CDW), which was inadequately managed from a disposal and reuse point of view. In the present experimental study, brick waste powder (BWP) obtained from CDW was used as a precursor material. The current research focuses on the design development of BWP-based geopolymer brick mixes by applying full factorial design (FFD). Molarity (4M−12M), alkaline solution ratio (1.5–2.5), and curing temperature (40–60 °C) were the experimental factors that varied to find an optimum design mix. Sand-to-precursor and solid-to-liquid ratios were kept constant. Physical and mechanical properties of brick specimens were studied and reported in the paper. Multi-response optimizer, desirability analysis, and statistical analysis, i.e. Analysis of variance (ANOVA), were performed to identify the optimum mix. Based on the multi-response optimizer, the optimum mix was 12M2.5AS50°C. Furthermore, X-ray diffraction (XRD), scanning electron microscopy (SEM) – Energy dispersive X-ray spectra (EDX), Fourier transform infrared spectroscopy (FTIR), and Thermal gravimetric analysis (TGA) was performed to examine phase structure, morphology, and thermal resistance of the brick mixes. Statistical and microstructural analysis reveals that molarity, alkaline solution ratio and temperature curing were the significant governing factors in enhancing the properties. Brick waste powder Construction & demolition waste Molarity Alkaline solution ratio Geopolymer bricks Shrivastava, Sandeep verfasserin (orcid)0000-0002-0348-9871 aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 370 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:370 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 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_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 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_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde AR 370
allfieldsGer	10.1016/j.conbuildmat.2023.130655 doi (DE-627)ELV000034487 (ELSEVIER)S0950-0618(23)00366-5 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Rihan Maaze, Mohammed verfasserin aut Design development of sustainable brick-waste geopolymer brick using full factorial design methodology 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Rapid expansion in the worldwide infrastructure sector has led to a massive increase in construction and demolition waste (CDW), which was inadequately managed from a disposal and reuse point of view. In the present experimental study, brick waste powder (BWP) obtained from CDW was used as a precursor material. The current research focuses on the design development of BWP-based geopolymer brick mixes by applying full factorial design (FFD). Molarity (4M−12M), alkaline solution ratio (1.5–2.5), and curing temperature (40–60 °C) were the experimental factors that varied to find an optimum design mix. Sand-to-precursor and solid-to-liquid ratios were kept constant. Physical and mechanical properties of brick specimens were studied and reported in the paper. Multi-response optimizer, desirability analysis, and statistical analysis, i.e. Analysis of variance (ANOVA), were performed to identify the optimum mix. Based on the multi-response optimizer, the optimum mix was 12M2.5AS50°C. Furthermore, X-ray diffraction (XRD), scanning electron microscopy (SEM) – Energy dispersive X-ray spectra (EDX), Fourier transform infrared spectroscopy (FTIR), and Thermal gravimetric analysis (TGA) was performed to examine phase structure, morphology, and thermal resistance of the brick mixes. Statistical and microstructural analysis reveals that molarity, alkaline solution ratio and temperature curing were the significant governing factors in enhancing the properties. Brick waste powder Construction & demolition waste Molarity Alkaline solution ratio Geopolymer bricks Shrivastava, Sandeep verfasserin (orcid)0000-0002-0348-9871 aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 370 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:370 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 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_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 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_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde AR 370
allfieldsSound	10.1016/j.conbuildmat.2023.130655 doi (DE-627)ELV000034487 (ELSEVIER)S0950-0618(23)00366-5 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Rihan Maaze, Mohammed verfasserin aut Design development of sustainable brick-waste geopolymer brick using full factorial design methodology 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Rapid expansion in the worldwide infrastructure sector has led to a massive increase in construction and demolition waste (CDW), which was inadequately managed from a disposal and reuse point of view. In the present experimental study, brick waste powder (BWP) obtained from CDW was used as a precursor material. The current research focuses on the design development of BWP-based geopolymer brick mixes by applying full factorial design (FFD). Molarity (4M−12M), alkaline solution ratio (1.5–2.5), and curing temperature (40–60 °C) were the experimental factors that varied to find an optimum design mix. Sand-to-precursor and solid-to-liquid ratios were kept constant. Physical and mechanical properties of brick specimens were studied and reported in the paper. Multi-response optimizer, desirability analysis, and statistical analysis, i.e. Analysis of variance (ANOVA), were performed to identify the optimum mix. Based on the multi-response optimizer, the optimum mix was 12M2.5AS50°C. Furthermore, X-ray diffraction (XRD), scanning electron microscopy (SEM) – Energy dispersive X-ray spectra (EDX), Fourier transform infrared spectroscopy (FTIR), and Thermal gravimetric analysis (TGA) was performed to examine phase structure, morphology, and thermal resistance of the brick mixes. Statistical and microstructural analysis reveals that molarity, alkaline solution ratio and temperature curing were the significant governing factors in enhancing the properties. Brick waste powder Construction & demolition waste Molarity Alkaline solution ratio Geopolymer bricks Shrivastava, Sandeep verfasserin (orcid)0000-0002-0348-9871 aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 370 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:370 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 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_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 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_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 56.45 Baustoffkunde AR 370
language	English
source	Enthalten in Construction and building materials 370 volume:370
sourceStr	Enthalten in Construction and building materials 370 volume:370
format_phy_str_mv	Article
bklname	Baustoffkunde
institution	findex.gbv.de
topic_facet	Brick waste powder Construction & demolition waste Molarity Alkaline solution ratio Geopolymer bricks
dewey-raw	690
isfreeaccess_bool	false
container_title	Construction and building materials
authorswithroles_txt_mv	Rihan Maaze, Mohammed @@aut@@ Shrivastava, Sandeep @@aut@@
publishDateDaySort_date	2023-01-01T00:00:00Z
hierarchy_top_id	320423115
dewey-sort	3690
id	ELV000034487
language_de	englisch
fullrecord	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV000034487</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230524135110.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230426s2023 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.conbuildmat.2023.130655</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV000034487</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0950-0618(23)00366-5</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">rda</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">690</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">56.45</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Rihan Maaze, Mohammed</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Design development of sustainable brick-waste geopolymer brick using full factorial design methodology</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2023</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</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="520" ind1=" " ind2=" "><subfield code="a">Rapid expansion in the worldwide infrastructure sector has led to a massive increase in construction and demolition waste (CDW), which was inadequately managed from a disposal and reuse point of view. In the present experimental study, brick waste powder (BWP) obtained from CDW was used as a precursor material. The current research focuses on the design development of BWP-based geopolymer brick mixes by applying full factorial design (FFD). Molarity (4M−12M), alkaline solution ratio (1.5–2.5), and curing temperature (40–60 °C) were the experimental factors that varied to find an optimum design mix. Sand-to-precursor and solid-to-liquid ratios were kept constant. Physical and mechanical properties of brick specimens were studied and reported in the paper. Multi-response optimizer, desirability analysis, and statistical analysis, i.e. Analysis of variance (ANOVA), were performed to identify the optimum mix. Based on the multi-response optimizer, the optimum mix was 12M2.5AS50°C. Furthermore, X-ray diffraction (XRD), scanning electron microscopy (SEM) – Energy dispersive X-ray spectra (EDX), Fourier transform infrared spectroscopy (FTIR), and Thermal gravimetric analysis (TGA) was performed to examine phase structure, morphology, and thermal resistance of the brick mixes. Statistical and microstructural analysis reveals that molarity, alkaline solution ratio and temperature curing were the significant governing factors in enhancing the properties.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Brick waste powder</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Construction & demolition waste</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Molarity</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Alkaline solution ratio</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Geopolymer bricks</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Shrivastava, Sandeep</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0002-0348-9871</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Construction and building materials</subfield><subfield code="d">Amsterdam [u.a.] : Elsevier Science, 1987</subfield><subfield code="g">370</subfield><subfield code="h">Online-Ressource</subfield><subfield code="w">(DE-627)320423115</subfield><subfield code="w">(DE-600)2002804-0</subfield><subfield code="w">(DE-576)259271187</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</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_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_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_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_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_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_2007</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2008</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_2034</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_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_2088</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_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_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_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_2190</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_2470</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_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_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_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_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_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="936" ind1="b" ind2="k"><subfield code="a">56.45</subfield><subfield code="j">Baustoffkunde</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">370</subfield></datafield></record></collection>
author	Rihan Maaze, Mohammed
spellingShingle	Rihan Maaze, Mohammed ddc 690 bkl 56.45 misc Brick waste powder misc Construction & demolition waste misc Molarity misc Alkaline solution ratio misc Geopolymer bricks Design development of sustainable brick-waste geopolymer brick using full factorial design methodology
authorStr	Rihan Maaze, Mohammed
ppnlink_with_tag_str_mv	@@773@@(DE-627)320423115
format	electronic Article
dewey-ones	690 - Buildings
delete_txt_mv	keep
author_role	aut aut
collection	elsevier
remote_str	true
illustrated	Not Illustrated
topic_title	690 DE-600 56.45 bkl Design development of sustainable brick-waste geopolymer brick using full factorial design methodology Brick waste powder Construction & demolition waste Molarity Alkaline solution ratio Geopolymer bricks
topic	ddc 690 bkl 56.45 misc Brick waste powder misc Construction & demolition waste misc Molarity misc Alkaline solution ratio misc Geopolymer bricks
topic_unstemmed	ddc 690 bkl 56.45 misc Brick waste powder misc Construction & demolition waste misc Molarity misc Alkaline solution ratio misc Geopolymer bricks
topic_browse	ddc 690 bkl 56.45 misc Brick waste powder misc Construction & demolition waste misc Molarity misc Alkaline solution ratio misc Geopolymer bricks
format_facet	Elektronische Aufsätze Aufsätze Elektronische Ressource
format_main_str_mv	Text Zeitschrift/Artikel
carriertype_str_mv	cr
hierarchy_parent_title	Construction and building materials
hierarchy_parent_id	320423115
dewey-tens	690 - Building & construction
hierarchy_top_title	Construction and building materials
isfreeaccess_txt	false
familylinks_str_mv	(DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187
title	Design development of sustainable brick-waste geopolymer brick using full factorial design methodology
ctrlnum	(DE-627)ELV000034487 (ELSEVIER)S0950-0618(23)00366-5
title_full	Design development of sustainable brick-waste geopolymer brick using full factorial design methodology
author_sort	Rihan Maaze, Mohammed
journal	Construction and building materials
journalStr	Construction and building materials
lang_code	eng
isOA_bool	false
dewey-hundreds	600 - Technology
recordtype	marc
publishDateSort	2023
contenttype_str_mv	zzz
author_browse	Rihan Maaze, Mohammed Shrivastava, Sandeep
container_volume	370
class	690 DE-600 56.45 bkl
format_se	Elektronische Aufsätze
author-letter	Rihan Maaze, Mohammed
doi_str_mv	10.1016/j.conbuildmat.2023.130655
normlink	(ORCID)0000-0002-0348-9871
normlink_prefix_str_mv	(orcid)0000-0002-0348-9871
dewey-full	690
author2-role	verfasserin
title_sort	design development of sustainable brick-waste geopolymer brick using full factorial design methodology
title_auth	Design development of sustainable brick-waste geopolymer brick using full factorial design methodology
abstract	Rapid expansion in the worldwide infrastructure sector has led to a massive increase in construction and demolition waste (CDW), which was inadequately managed from a disposal and reuse point of view. In the present experimental study, brick waste powder (BWP) obtained from CDW was used as a precursor material. The current research focuses on the design development of BWP-based geopolymer brick mixes by applying full factorial design (FFD). Molarity (4M−12M), alkaline solution ratio (1.5–2.5), and curing temperature (40–60 °C) were the experimental factors that varied to find an optimum design mix. Sand-to-precursor and solid-to-liquid ratios were kept constant. Physical and mechanical properties of brick specimens were studied and reported in the paper. Multi-response optimizer, desirability analysis, and statistical analysis, i.e. Analysis of variance (ANOVA), were performed to identify the optimum mix. Based on the multi-response optimizer, the optimum mix was 12M2.5AS50°C. Furthermore, X-ray diffraction (XRD), scanning electron microscopy (SEM) – Energy dispersive X-ray spectra (EDX), Fourier transform infrared spectroscopy (FTIR), and Thermal gravimetric analysis (TGA) was performed to examine phase structure, morphology, and thermal resistance of the brick mixes. Statistical and microstructural analysis reveals that molarity, alkaline solution ratio and temperature curing were the significant governing factors in enhancing the properties.
abstractGer	Rapid expansion in the worldwide infrastructure sector has led to a massive increase in construction and demolition waste (CDW), which was inadequately managed from a disposal and reuse point of view. In the present experimental study, brick waste powder (BWP) obtained from CDW was used as a precursor material. The current research focuses on the design development of BWP-based geopolymer brick mixes by applying full factorial design (FFD). Molarity (4M−12M), alkaline solution ratio (1.5–2.5), and curing temperature (40–60 °C) were the experimental factors that varied to find an optimum design mix. Sand-to-precursor and solid-to-liquid ratios were kept constant. Physical and mechanical properties of brick specimens were studied and reported in the paper. Multi-response optimizer, desirability analysis, and statistical analysis, i.e. Analysis of variance (ANOVA), were performed to identify the optimum mix. Based on the multi-response optimizer, the optimum mix was 12M2.5AS50°C. Furthermore, X-ray diffraction (XRD), scanning electron microscopy (SEM) – Energy dispersive X-ray spectra (EDX), Fourier transform infrared spectroscopy (FTIR), and Thermal gravimetric analysis (TGA) was performed to examine phase structure, morphology, and thermal resistance of the brick mixes. Statistical and microstructural analysis reveals that molarity, alkaline solution ratio and temperature curing were the significant governing factors in enhancing the properties.
abstract_unstemmed	Rapid expansion in the worldwide infrastructure sector has led to a massive increase in construction and demolition waste (CDW), which was inadequately managed from a disposal and reuse point of view. In the present experimental study, brick waste powder (BWP) obtained from CDW was used as a precursor material. The current research focuses on the design development of BWP-based geopolymer brick mixes by applying full factorial design (FFD). Molarity (4M−12M), alkaline solution ratio (1.5–2.5), and curing temperature (40–60 °C) were the experimental factors that varied to find an optimum design mix. Sand-to-precursor and solid-to-liquid ratios were kept constant. Physical and mechanical properties of brick specimens were studied and reported in the paper. Multi-response optimizer, desirability analysis, and statistical analysis, i.e. Analysis of variance (ANOVA), were performed to identify the optimum mix. Based on the multi-response optimizer, the optimum mix was 12M2.5AS50°C. Furthermore, X-ray diffraction (XRD), scanning electron microscopy (SEM) – Energy dispersive X-ray spectra (EDX), Fourier transform infrared spectroscopy (FTIR), and Thermal gravimetric analysis (TGA) was performed to examine phase structure, morphology, and thermal resistance of the brick mixes. Statistical and microstructural analysis reveals that molarity, alkaline solution ratio and temperature curing were the significant governing factors in enhancing the properties.
collection_details	GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 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_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 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_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 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_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700
title_short	Design development of sustainable brick-waste geopolymer brick using full factorial design methodology
remote_bool	true
author2	Shrivastava, Sandeep
author2Str	Shrivastava, Sandeep
ppnlink	320423115
mediatype_str_mv	c
isOA_txt	false
hochschulschrift_bool	false
doi_str	10.1016/j.conbuildmat.2023.130655
up_date	2024-07-06T16:38:50.266Z
_version_	1803848442467844096
fullrecord_marcxml	<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV000034487</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230524135110.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230426s2023 xx \|\|\|\|\|o 00\| \|\|eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.conbuildmat.2023.130655</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV000034487</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0950-0618(23)00366-5</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">rda</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">690</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">56.45</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Rihan Maaze, Mohammed</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Design development of sustainable brick-waste geopolymer brick using full factorial design methodology</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2023</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</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="520" ind1=" " ind2=" "><subfield code="a">Rapid expansion in the worldwide infrastructure sector has led to a massive increase in construction and demolition waste (CDW), which was inadequately managed from a disposal and reuse point of view. In the present experimental study, brick waste powder (BWP) obtained from CDW was used as a precursor material. The current research focuses on the design development of BWP-based geopolymer brick mixes by applying full factorial design (FFD). Molarity (4M−12M), alkaline solution ratio (1.5–2.5), and curing temperature (40–60 °C) were the experimental factors that varied to find an optimum design mix. Sand-to-precursor and solid-to-liquid ratios were kept constant. Physical and mechanical properties of brick specimens were studied and reported in the paper. Multi-response optimizer, desirability analysis, and statistical analysis, i.e. Analysis of variance (ANOVA), were performed to identify the optimum mix. Based on the multi-response optimizer, the optimum mix was 12M2.5AS50°C. Furthermore, X-ray diffraction (XRD), scanning electron microscopy (SEM) – Energy dispersive X-ray spectra (EDX), Fourier transform infrared spectroscopy (FTIR), and Thermal gravimetric analysis (TGA) was performed to examine phase structure, morphology, and thermal resistance of the brick mixes. Statistical and microstructural analysis reveals that molarity, alkaline solution ratio and temperature curing were the significant governing factors in enhancing the properties.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Brick waste powder</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Construction & demolition waste</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Molarity</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Alkaline solution ratio</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Geopolymer bricks</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Shrivastava, Sandeep</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0002-0348-9871</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Construction and building materials</subfield><subfield code="d">Amsterdam [u.a.] : Elsevier Science, 1987</subfield><subfield code="g">370</subfield><subfield code="h">Online-Ressource</subfield><subfield code="w">(DE-627)320423115</subfield><subfield code="w">(DE-600)2002804-0</subfield><subfield code="w">(DE-576)259271187</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</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_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_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_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_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_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_2007</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2008</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_2034</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_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_2088</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_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_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_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_2190</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_2470</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_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_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_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_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_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="936" ind1="b" ind2="k"><subfield code="a">56.45</subfield><subfield code="j">Baustoffkunde</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">370</subfield></datafield></record></collection>
score	7.3984118

Nicht das Richtige dabei?

Schreiben Sie uns!

Design development of sustainable brick-waste geopolymer brick using full factorial design methodology

Nicht das Richtige dabei?

Zugang & Verfügbarkeit

Vorhandene Bände

Nicht das Richtige dabei?