A united hardening rule considering monotonic and cyclic strength degradation of clay

The strength degradation of clay subjected to monotonic or cyclic loading is a crucial factor causing nearshore or offshore marine structures instability. The monotonic shear strength softening or cyclic stiffness degradation is mainly discussed in previous degradation models, while the coupling of...
Ausführliche Beschreibung

Gespeichert in:

Autor*in:	Lei, Jichao [verfasserIn] Liu, Chenxi [verfasserIn] Li, Fen [verfasserIn] Sun, Liang [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	Clay Constitutive model Strength degradation Post-cyclic strength

Übergeordnetes Werk:	Enthalten in: Soil dynamics and earthquake engineering - Amsterdam [u.a.] : Elsevier Science, 2011, 166
Übergeordnetes Werk:	volume:166

DOI / URN:	10.1016/j.soildyn.2022.107754

Katalog-ID:	ELV01059499X

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520			\|a The strength degradation of clay subjected to monotonic or cyclic loading is a crucial factor causing nearshore or offshore marine structures instability. The monotonic shear strength softening or cyclic stiffness degradation is mainly discussed in previous degradation models, while the coupling of these two characteristics is rarely considered because of its complexity. Existing studies show that different from cyclic stiffness degradation, the post-cyclic shear strength will not eventually degenerate to zero but reach a residual shear strength, which is rarely accurately predicted by previous models. Therefore, in this paper, a united hardening rule is proposed within the bounding surface model framework, which can describe the monotonic shear strength softening, cyclic stiffness degradation, and post-cyclic strength degradation. The accuracy and validity of the proposed model are verified by experimental results.
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allfields	10.1016/j.soildyn.2022.107754 doi (DE-627)ELV01059499X (ELSEVIER)S0267-7261(22)00599-1 DE-627 ger DE-627 rda eng 630 640 550 VZ Lei, Jichao verfasserin aut A united hardening rule considering monotonic and cyclic strength degradation of clay 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The strength degradation of clay subjected to monotonic or cyclic loading is a crucial factor causing nearshore or offshore marine structures instability. The monotonic shear strength softening or cyclic stiffness degradation is mainly discussed in previous degradation models, while the coupling of these two characteristics is rarely considered because of its complexity. Existing studies show that different from cyclic stiffness degradation, the post-cyclic shear strength will not eventually degenerate to zero but reach a residual shear strength, which is rarely accurately predicted by previous models. Therefore, in this paper, a united hardening rule is proposed within the bounding surface model framework, which can describe the monotonic shear strength softening, cyclic stiffness degradation, and post-cyclic strength degradation. The accuracy and validity of the proposed model are verified by experimental results. Clay Constitutive model Strength degradation Post-cyclic strength Liu, Chenxi verfasserin aut Li, Fen verfasserin aut Sun, Liang verfasserin (orcid)0000-0003-3362-690X aut Enthalten in Soil dynamics and earthquake engineering Amsterdam [u.a.] : Elsevier Science, 2011 166 (DE-627)308449487 (DE-600)1502466-0 nnns volume:166 GBV_USEFLAG_U GBV_ELV SYSFLAG_U 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_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_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_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 AR 166
spelling	10.1016/j.soildyn.2022.107754 doi (DE-627)ELV01059499X (ELSEVIER)S0267-7261(22)00599-1 DE-627 ger DE-627 rda eng 630 640 550 VZ Lei, Jichao verfasserin aut A united hardening rule considering monotonic and cyclic strength degradation of clay 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The strength degradation of clay subjected to monotonic or cyclic loading is a crucial factor causing nearshore or offshore marine structures instability. The monotonic shear strength softening or cyclic stiffness degradation is mainly discussed in previous degradation models, while the coupling of these two characteristics is rarely considered because of its complexity. Existing studies show that different from cyclic stiffness degradation, the post-cyclic shear strength will not eventually degenerate to zero but reach a residual shear strength, which is rarely accurately predicted by previous models. Therefore, in this paper, a united hardening rule is proposed within the bounding surface model framework, which can describe the monotonic shear strength softening, cyclic stiffness degradation, and post-cyclic strength degradation. The accuracy and validity of the proposed model are verified by experimental results. Clay Constitutive model Strength degradation Post-cyclic strength Liu, Chenxi verfasserin aut Li, Fen verfasserin aut Sun, Liang verfasserin (orcid)0000-0003-3362-690X aut Enthalten in Soil dynamics and earthquake engineering Amsterdam [u.a.] : Elsevier Science, 2011 166 (DE-627)308449487 (DE-600)1502466-0 nnns volume:166 GBV_USEFLAG_U GBV_ELV SYSFLAG_U 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_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_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_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 AR 166
allfields_unstemmed	10.1016/j.soildyn.2022.107754 doi (DE-627)ELV01059499X (ELSEVIER)S0267-7261(22)00599-1 DE-627 ger DE-627 rda eng 630 640 550 VZ Lei, Jichao verfasserin aut A united hardening rule considering monotonic and cyclic strength degradation of clay 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The strength degradation of clay subjected to monotonic or cyclic loading is a crucial factor causing nearshore or offshore marine structures instability. The monotonic shear strength softening or cyclic stiffness degradation is mainly discussed in previous degradation models, while the coupling of these two characteristics is rarely considered because of its complexity. Existing studies show that different from cyclic stiffness degradation, the post-cyclic shear strength will not eventually degenerate to zero but reach a residual shear strength, which is rarely accurately predicted by previous models. Therefore, in this paper, a united hardening rule is proposed within the bounding surface model framework, which can describe the monotonic shear strength softening, cyclic stiffness degradation, and post-cyclic strength degradation. The accuracy and validity of the proposed model are verified by experimental results. Clay Constitutive model Strength degradation Post-cyclic strength Liu, Chenxi verfasserin aut Li, Fen verfasserin aut Sun, Liang verfasserin (orcid)0000-0003-3362-690X aut Enthalten in Soil dynamics and earthquake engineering Amsterdam [u.a.] : Elsevier Science, 2011 166 (DE-627)308449487 (DE-600)1502466-0 nnns volume:166 GBV_USEFLAG_U GBV_ELV SYSFLAG_U 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_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_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_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 AR 166
allfieldsGer	10.1016/j.soildyn.2022.107754 doi (DE-627)ELV01059499X (ELSEVIER)S0267-7261(22)00599-1 DE-627 ger DE-627 rda eng 630 640 550 VZ Lei, Jichao verfasserin aut A united hardening rule considering monotonic and cyclic strength degradation of clay 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The strength degradation of clay subjected to monotonic or cyclic loading is a crucial factor causing nearshore or offshore marine structures instability. The monotonic shear strength softening or cyclic stiffness degradation is mainly discussed in previous degradation models, while the coupling of these two characteristics is rarely considered because of its complexity. Existing studies show that different from cyclic stiffness degradation, the post-cyclic shear strength will not eventually degenerate to zero but reach a residual shear strength, which is rarely accurately predicted by previous models. Therefore, in this paper, a united hardening rule is proposed within the bounding surface model framework, which can describe the monotonic shear strength softening, cyclic stiffness degradation, and post-cyclic strength degradation. The accuracy and validity of the proposed model are verified by experimental results. Clay Constitutive model Strength degradation Post-cyclic strength Liu, Chenxi verfasserin aut Li, Fen verfasserin aut Sun, Liang verfasserin (orcid)0000-0003-3362-690X aut Enthalten in Soil dynamics and earthquake engineering Amsterdam [u.a.] : Elsevier Science, 2011 166 (DE-627)308449487 (DE-600)1502466-0 nnns volume:166 GBV_USEFLAG_U GBV_ELV SYSFLAG_U 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_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_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_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 AR 166
allfieldsSound	10.1016/j.soildyn.2022.107754 doi (DE-627)ELV01059499X (ELSEVIER)S0267-7261(22)00599-1 DE-627 ger DE-627 rda eng 630 640 550 VZ Lei, Jichao verfasserin aut A united hardening rule considering monotonic and cyclic strength degradation of clay 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The strength degradation of clay subjected to monotonic or cyclic loading is a crucial factor causing nearshore or offshore marine structures instability. The monotonic shear strength softening or cyclic stiffness degradation is mainly discussed in previous degradation models, while the coupling of these two characteristics is rarely considered because of its complexity. Existing studies show that different from cyclic stiffness degradation, the post-cyclic shear strength will not eventually degenerate to zero but reach a residual shear strength, which is rarely accurately predicted by previous models. Therefore, in this paper, a united hardening rule is proposed within the bounding surface model framework, which can describe the monotonic shear strength softening, cyclic stiffness degradation, and post-cyclic strength degradation. The accuracy and validity of the proposed model are verified by experimental results. Clay Constitutive model Strength degradation Post-cyclic strength Liu, Chenxi verfasserin aut Li, Fen verfasserin aut Sun, Liang verfasserin (orcid)0000-0003-3362-690X aut Enthalten in Soil dynamics and earthquake engineering Amsterdam [u.a.] : Elsevier Science, 2011 166 (DE-627)308449487 (DE-600)1502466-0 nnns volume:166 GBV_USEFLAG_U GBV_ELV SYSFLAG_U 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_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_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_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 AR 166
language	English
source	Enthalten in Soil dynamics and earthquake engineering 166 volume:166
sourceStr	Enthalten in Soil dynamics and earthquake engineering 166 volume:166
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topic_facet	Clay Constitutive model Strength degradation Post-cyclic strength
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author	Lei, Jichao
spellingShingle	Lei, Jichao ddc 630 misc Clay misc Constitutive model misc Strength degradation misc Post-cyclic strength A united hardening rule considering monotonic and cyclic strength degradation of clay
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topic_title	630 640 550 VZ A united hardening rule considering monotonic and cyclic strength degradation of clay Clay Constitutive model Strength degradation Post-cyclic strength
topic	ddc 630 misc Clay misc Constitutive model misc Strength degradation misc Post-cyclic strength
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title	A united hardening rule considering monotonic and cyclic strength degradation of clay
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title_full	A united hardening rule considering monotonic and cyclic strength degradation of clay
author_sort	Lei, Jichao
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title_sort	a united hardening rule considering monotonic and cyclic strength degradation of clay
title_auth	A united hardening rule considering monotonic and cyclic strength degradation of clay
abstract	The strength degradation of clay subjected to monotonic or cyclic loading is a crucial factor causing nearshore or offshore marine structures instability. The monotonic shear strength softening or cyclic stiffness degradation is mainly discussed in previous degradation models, while the coupling of these two characteristics is rarely considered because of its complexity. Existing studies show that different from cyclic stiffness degradation, the post-cyclic shear strength will not eventually degenerate to zero but reach a residual shear strength, which is rarely accurately predicted by previous models. Therefore, in this paper, a united hardening rule is proposed within the bounding surface model framework, which can describe the monotonic shear strength softening, cyclic stiffness degradation, and post-cyclic strength degradation. The accuracy and validity of the proposed model are verified by experimental results.
abstractGer	The strength degradation of clay subjected to monotonic or cyclic loading is a crucial factor causing nearshore or offshore marine structures instability. The monotonic shear strength softening or cyclic stiffness degradation is mainly discussed in previous degradation models, while the coupling of these two characteristics is rarely considered because of its complexity. Existing studies show that different from cyclic stiffness degradation, the post-cyclic shear strength will not eventually degenerate to zero but reach a residual shear strength, which is rarely accurately predicted by previous models. Therefore, in this paper, a united hardening rule is proposed within the bounding surface model framework, which can describe the monotonic shear strength softening, cyclic stiffness degradation, and post-cyclic strength degradation. The accuracy and validity of the proposed model are verified by experimental results.
abstract_unstemmed	The strength degradation of clay subjected to monotonic or cyclic loading is a crucial factor causing nearshore or offshore marine structures instability. The monotonic shear strength softening or cyclic stiffness degradation is mainly discussed in previous degradation models, while the coupling of these two characteristics is rarely considered because of its complexity. Existing studies show that different from cyclic stiffness degradation, the post-cyclic shear strength will not eventually degenerate to zero but reach a residual shear strength, which is rarely accurately predicted by previous models. Therefore, in this paper, a united hardening rule is proposed within the bounding surface model framework, which can describe the monotonic shear strength softening, cyclic stiffness degradation, and post-cyclic strength degradation. The accuracy and validity of the proposed model are verified by experimental results.
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title_short	A united hardening rule considering monotonic and cyclic strength degradation of clay
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author2	Liu, Chenxi Li, Fen Sun, Liang
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doi_str	10.1016/j.soildyn.2022.107754
up_date	2024-07-06T18:32:42.560Z
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The monotonic shear strength softening or cyclic stiffness degradation is mainly discussed in previous degradation models, while the coupling of these two characteristics is rarely considered because of its complexity. Existing studies show that different from cyclic stiffness degradation, the post-cyclic shear strength will not eventually degenerate to zero but reach a residual shear strength, which is rarely accurately predicted by previous models. Therefore, in this paper, a united hardening rule is proposed within the bounding surface model framework, which can describe the monotonic shear strength softening, cyclic stiffness degradation, and post-cyclic strength degradation. The accuracy and validity of the proposed model are verified by experimental results.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Clay</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Constitutive model</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Strength degradation</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Post-cyclic strength</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Liu, Chenxi</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Li, Fen</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Sun, Liang</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0003-3362-690X</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Soil dynamics and earthquake engineering</subfield><subfield code="d">Amsterdam [u.a.] : Elsevier Science, 2011</subfield><subfield code="g">166</subfield><subfield code="w">(DE-627)308449487</subfield><subfield code="w">(DE-600)1502466-0</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:166</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield 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A united hardening rule considering monotonic and cyclic strength degradation of clay

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