Mechanical behavior and constitutive relationship of mud with cement and fly ash

In this study, various tests were carried out in order to evaluate the suitability of stabilising high water content waste mud as a fill material. The unconfined compressive strength and elastic modulus of mud treated with different stabilizers were determined. Besides, the relevant micro-structural...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Zhang, Wanlu [verfasserIn] Chen, Yonghui [verfasserIn] Zhao, Lunyang [verfasserIn] Chen, Long [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2017

Schlagwörter:	Waste mud Bored pile SEM UCS Undrained shear behavior Constitutive relationship

Übergeordnetes Werk:	Enthalten in: Construction and building materials - Amsterdam [u.a.] : Elsevier Science, 1987, 150, Seite 426-434
Übergeordnetes Werk:	volume:150 ; pages:426-434

DOI / URN:	10.1016/j.conbuildmat.2017.05.163

Katalog-ID:	ELV00053109X

Internformat


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245	1	0	\|a Mechanical behavior and constitutive relationship of mud with cement and fly ash
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520			\|a In this study, various tests were carried out in order to evaluate the suitability of stabilising high water content waste mud as a fill material. The unconfined compressive strength and elastic modulus of mud treated with different stabilizers were determined. Besides, the relevant micro-structural changes were observed by conducting scanning electron microscopy (SEM). The effects of stabilizers at regular dosage yields (9%) were compared and the optimal additive combination of cement and ash that exhibited favorable strength and elastic modulus was identified accordingly. A field-simulated undrained shear test on the cement and fly ash (FA) mud treated for various curing times (7 and 28days) was run and the constitutive relationships were derived. The cohesive intercept decreased and failure friction increased over time, while shear strength between the treated mud at 7 and 28 curing days decreased as confining pressure increased. This implies that heaping preloading and other methods imposed during the initial stages of mud treatment can dramatically enhance its strength and reduce the necessary curing time.
650		4	\|a Waste mud
650		4	\|a Bored pile
650		4	\|a SEM
650		4	\|a UCS
650		4	\|a Undrained shear behavior
650		4	\|a Constitutive relationship
700	1		\|a Chen, Yonghui \|e verfasserin \|4 aut
700	1		\|a Zhao, Lunyang \|e verfasserin \|4 aut
700	1		\|a Chen, Long \|e verfasserin \|4 aut
773	0	8	\|i Enthalten in \|t Construction and building materials \|d Amsterdam [u.a.] : Elsevier Science, 1987 \|g 150, Seite 426-434 \|h Online-Ressource \|w (DE-627)320423115 \|w (DE-600)2002804-0 \|w (DE-576)259271187 \|7 nnns
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936	b	k	\|a 56.45 \|j Baustoffkunde
951			\|a AR
952			\|d 150 \|h 426-434

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publishDate	2017
allfields	10.1016/j.conbuildmat.2017.05.163 doi (DE-627)ELV00053109X (ELSEVIER)S0950-0618(17)31064-4 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Zhang, Wanlu verfasserin aut Mechanical behavior and constitutive relationship of mud with cement and fly ash 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this study, various tests were carried out in order to evaluate the suitability of stabilising high water content waste mud as a fill material. The unconfined compressive strength and elastic modulus of mud treated with different stabilizers were determined. Besides, the relevant micro-structural changes were observed by conducting scanning electron microscopy (SEM). The effects of stabilizers at regular dosage yields (9%) were compared and the optimal additive combination of cement and ash that exhibited favorable strength and elastic modulus was identified accordingly. A field-simulated undrained shear test on the cement and fly ash (FA) mud treated for various curing times (7 and 28days) was run and the constitutive relationships were derived. The cohesive intercept decreased and failure friction increased over time, while shear strength between the treated mud at 7 and 28 curing days decreased as confining pressure increased. This implies that heaping preloading and other methods imposed during the initial stages of mud treatment can dramatically enhance its strength and reduce the necessary curing time. Waste mud Bored pile SEM UCS Undrained shear behavior Constitutive relationship Chen, Yonghui verfasserin aut Zhao, Lunyang verfasserin aut Chen, Long verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 150, Seite 426-434 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:150 pages:426-434 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 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_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_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 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_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 150 426-434
spelling	10.1016/j.conbuildmat.2017.05.163 doi (DE-627)ELV00053109X (ELSEVIER)S0950-0618(17)31064-4 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Zhang, Wanlu verfasserin aut Mechanical behavior and constitutive relationship of mud with cement and fly ash 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this study, various tests were carried out in order to evaluate the suitability of stabilising high water content waste mud as a fill material. The unconfined compressive strength and elastic modulus of mud treated with different stabilizers were determined. Besides, the relevant micro-structural changes were observed by conducting scanning electron microscopy (SEM). The effects of stabilizers at regular dosage yields (9%) were compared and the optimal additive combination of cement and ash that exhibited favorable strength and elastic modulus was identified accordingly. A field-simulated undrained shear test on the cement and fly ash (FA) mud treated for various curing times (7 and 28days) was run and the constitutive relationships were derived. The cohesive intercept decreased and failure friction increased over time, while shear strength between the treated mud at 7 and 28 curing days decreased as confining pressure increased. This implies that heaping preloading and other methods imposed during the initial stages of mud treatment can dramatically enhance its strength and reduce the necessary curing time. Waste mud Bored pile SEM UCS Undrained shear behavior Constitutive relationship Chen, Yonghui verfasserin aut Zhao, Lunyang verfasserin aut Chen, Long verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 150, Seite 426-434 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:150 pages:426-434 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 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_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_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 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_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 150 426-434
allfields_unstemmed	10.1016/j.conbuildmat.2017.05.163 doi (DE-627)ELV00053109X (ELSEVIER)S0950-0618(17)31064-4 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Zhang, Wanlu verfasserin aut Mechanical behavior and constitutive relationship of mud with cement and fly ash 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this study, various tests were carried out in order to evaluate the suitability of stabilising high water content waste mud as a fill material. The unconfined compressive strength and elastic modulus of mud treated with different stabilizers were determined. Besides, the relevant micro-structural changes were observed by conducting scanning electron microscopy (SEM). The effects of stabilizers at regular dosage yields (9%) were compared and the optimal additive combination of cement and ash that exhibited favorable strength and elastic modulus was identified accordingly. A field-simulated undrained shear test on the cement and fly ash (FA) mud treated for various curing times (7 and 28days) was run and the constitutive relationships were derived. The cohesive intercept decreased and failure friction increased over time, while shear strength between the treated mud at 7 and 28 curing days decreased as confining pressure increased. This implies that heaping preloading and other methods imposed during the initial stages of mud treatment can dramatically enhance its strength and reduce the necessary curing time. Waste mud Bored pile SEM UCS Undrained shear behavior Constitutive relationship Chen, Yonghui verfasserin aut Zhao, Lunyang verfasserin aut Chen, Long verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 150, Seite 426-434 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:150 pages:426-434 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 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_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_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 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_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 150 426-434
allfieldsGer	10.1016/j.conbuildmat.2017.05.163 doi (DE-627)ELV00053109X (ELSEVIER)S0950-0618(17)31064-4 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Zhang, Wanlu verfasserin aut Mechanical behavior and constitutive relationship of mud with cement and fly ash 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this study, various tests were carried out in order to evaluate the suitability of stabilising high water content waste mud as a fill material. The unconfined compressive strength and elastic modulus of mud treated with different stabilizers were determined. Besides, the relevant micro-structural changes were observed by conducting scanning electron microscopy (SEM). The effects of stabilizers at regular dosage yields (9%) were compared and the optimal additive combination of cement and ash that exhibited favorable strength and elastic modulus was identified accordingly. A field-simulated undrained shear test on the cement and fly ash (FA) mud treated for various curing times (7 and 28days) was run and the constitutive relationships were derived. The cohesive intercept decreased and failure friction increased over time, while shear strength between the treated mud at 7 and 28 curing days decreased as confining pressure increased. This implies that heaping preloading and other methods imposed during the initial stages of mud treatment can dramatically enhance its strength and reduce the necessary curing time. Waste mud Bored pile SEM UCS Undrained shear behavior Constitutive relationship Chen, Yonghui verfasserin aut Zhao, Lunyang verfasserin aut Chen, Long verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 150, Seite 426-434 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:150 pages:426-434 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 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_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_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 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_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 150 426-434
allfieldsSound	10.1016/j.conbuildmat.2017.05.163 doi (DE-627)ELV00053109X (ELSEVIER)S0950-0618(17)31064-4 DE-627 ger DE-627 rda eng 690 DE-600 56.45 bkl Zhang, Wanlu verfasserin aut Mechanical behavior and constitutive relationship of mud with cement and fly ash 2017 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier In this study, various tests were carried out in order to evaluate the suitability of stabilising high water content waste mud as a fill material. The unconfined compressive strength and elastic modulus of mud treated with different stabilizers were determined. Besides, the relevant micro-structural changes were observed by conducting scanning electron microscopy (SEM). The effects of stabilizers at regular dosage yields (9%) were compared and the optimal additive combination of cement and ash that exhibited favorable strength and elastic modulus was identified accordingly. A field-simulated undrained shear test on the cement and fly ash (FA) mud treated for various curing times (7 and 28days) was run and the constitutive relationships were derived. The cohesive intercept decreased and failure friction increased over time, while shear strength between the treated mud at 7 and 28 curing days decreased as confining pressure increased. This implies that heaping preloading and other methods imposed during the initial stages of mud treatment can dramatically enhance its strength and reduce the necessary curing time. Waste mud Bored pile SEM UCS Undrained shear behavior Constitutive relationship Chen, Yonghui verfasserin aut Zhao, Lunyang verfasserin aut Chen, Long verfasserin aut Enthalten in Construction and building materials Amsterdam [u.a.] : Elsevier Science, 1987 150, Seite 426-434 Online-Ressource (DE-627)320423115 (DE-600)2002804-0 (DE-576)259271187 nnns volume:150 pages:426-434 GBV_USEFLAG_U SYSFLAG_U GBV_ELV GBV_ILN_11 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_224 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 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_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_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2098 GBV_ILN_2106 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 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_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4251 GBV_ILN_4305 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_4335 GBV_ILN_4338 GBV_ILN_4393 56.45 Baustoffkunde AR 150 426-434
language	English
source	Enthalten in Construction and building materials 150, Seite 426-434 volume:150 pages:426-434
sourceStr	Enthalten in Construction and building materials 150, Seite 426-434 volume:150 pages:426-434
format_phy_str_mv	Article
bklname	Baustoffkunde
institution	findex.gbv.de
topic_facet	Waste mud Bored pile SEM UCS Undrained shear behavior Constitutive relationship
dewey-raw	690
isfreeaccess_bool	false
container_title	Construction and building materials
authorswithroles_txt_mv	Zhang, Wanlu @@aut@@ Chen, Yonghui @@aut@@ Zhao, Lunyang @@aut@@ Chen, Long @@aut@@
publishDateDaySort_date	2017-01-01T00:00:00Z
hierarchy_top_id	320423115
dewey-sort	3690
id	ELV00053109X
language_de	englisch
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author	Zhang, Wanlu
spellingShingle	Zhang, Wanlu ddc 690 bkl 56.45 misc Waste mud misc Bored pile misc SEM misc UCS misc Undrained shear behavior misc Constitutive relationship Mechanical behavior and constitutive relationship of mud with cement and fly ash
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topic_title	690 DE-600 56.45 bkl Mechanical behavior and constitutive relationship of mud with cement and fly ash Waste mud Bored pile SEM UCS Undrained shear behavior Constitutive relationship
topic	ddc 690 bkl 56.45 misc Waste mud misc Bored pile misc SEM misc UCS misc Undrained shear behavior misc Constitutive relationship
topic_unstemmed	ddc 690 bkl 56.45 misc Waste mud misc Bored pile misc SEM misc UCS misc Undrained shear behavior misc Constitutive relationship
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title	Mechanical behavior and constitutive relationship of mud with cement and fly ash
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title_full	Mechanical behavior and constitutive relationship of mud with cement and fly ash
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title_sort	mechanical behavior and constitutive relationship of mud with cement and fly ash
title_auth	Mechanical behavior and constitutive relationship of mud with cement and fly ash
abstract	In this study, various tests were carried out in order to evaluate the suitability of stabilising high water content waste mud as a fill material. The unconfined compressive strength and elastic modulus of mud treated with different stabilizers were determined. Besides, the relevant micro-structural changes were observed by conducting scanning electron microscopy (SEM). The effects of stabilizers at regular dosage yields (9%) were compared and the optimal additive combination of cement and ash that exhibited favorable strength and elastic modulus was identified accordingly. A field-simulated undrained shear test on the cement and fly ash (FA) mud treated for various curing times (7 and 28days) was run and the constitutive relationships were derived. The cohesive intercept decreased and failure friction increased over time, while shear strength between the treated mud at 7 and 28 curing days decreased as confining pressure increased. This implies that heaping preloading and other methods imposed during the initial stages of mud treatment can dramatically enhance its strength and reduce the necessary curing time.
abstractGer	In this study, various tests were carried out in order to evaluate the suitability of stabilising high water content waste mud as a fill material. The unconfined compressive strength and elastic modulus of mud treated with different stabilizers were determined. Besides, the relevant micro-structural changes were observed by conducting scanning electron microscopy (SEM). The effects of stabilizers at regular dosage yields (9%) were compared and the optimal additive combination of cement and ash that exhibited favorable strength and elastic modulus was identified accordingly. A field-simulated undrained shear test on the cement and fly ash (FA) mud treated for various curing times (7 and 28days) was run and the constitutive relationships were derived. The cohesive intercept decreased and failure friction increased over time, while shear strength between the treated mud at 7 and 28 curing days decreased as confining pressure increased. This implies that heaping preloading and other methods imposed during the initial stages of mud treatment can dramatically enhance its strength and reduce the necessary curing time.
abstract_unstemmed	In this study, various tests were carried out in order to evaluate the suitability of stabilising high water content waste mud as a fill material. The unconfined compressive strength and elastic modulus of mud treated with different stabilizers were determined. Besides, the relevant micro-structural changes were observed by conducting scanning electron microscopy (SEM). The effects of stabilizers at regular dosage yields (9%) were compared and the optimal additive combination of cement and ash that exhibited favorable strength and elastic modulus was identified accordingly. A field-simulated undrained shear test on the cement and fly ash (FA) mud treated for various curing times (7 and 28days) was run and the constitutive relationships were derived. The cohesive intercept decreased and failure friction increased over time, while shear strength between the treated mud at 7 and 28 curing days decreased as confining pressure increased. This implies that heaping preloading and other methods imposed during the initial stages of mud treatment can dramatically enhance its strength and reduce the necessary curing time.
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title_short	Mechanical behavior and constitutive relationship of mud with cement and fly ash
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up_date	2024-07-06T18:17:23.239Z
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