Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing

A preliminary experimental program has been undertaken to assess suction-controlled peak and residual shear strength properties of a statically compacted, moderate plasticity clayey soil. The experimental program was accomplished in a fully servo/suction-controlled ring shear apparatus, suitable for...
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Autor*in:	Hoyos Laureano R. [verfasserIn] Yepes Jairo E. [verfasserIn] Puppala Anand J. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch ; Französisch

Erschienen:	2016

Übergeordnetes Werk:	In: E3S Web of Conferences - EDP Sciences, 2013, 9, p 09013(2016)
Übergeordnetes Werk:	volume:9, p 09013 ; year:2016

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.1051/e3sconf/20160909013

Katalog-ID:	DOAJ05735748X

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520			\|a A preliminary experimental program has been undertaken to assess suction-controlled peak and residual shear strength properties of a statically compacted, moderate plasticity clayey soil. The experimental program was accomplished in a fully servo/suction-controlled ring shear apparatus, suitable for testing unsaturated soils under large deformations via the axis-translation technique. The test results highlight the important role played by matric suction on residual shear strength behaviour of compacted clayey soils. For the range of net normal stresses and suction states investigated, the increase in peak shear strength with increasing suction was found to be significantly nonlinear for the clayey soil. A distinct correspondence was also observed between the nonlinear nature of peak shear strength envelope, with respect to increasing matric suction, and the soil-water retention curve. The residual failure envelope, however, remains reasonably linear for the range of suction values induced in the present work via axis-translation.
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allfields	10.1051/e3sconf/20160909013 doi (DE-627)DOAJ05735748X (DE-599)DOAJf64e9e2948c24ffca84d72da1aba707b DE-627 ger DE-627 rakwb eng fre GE1-350 Hoyos Laureano R. verfasserin aut Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A preliminary experimental program has been undertaken to assess suction-controlled peak and residual shear strength properties of a statically compacted, moderate plasticity clayey soil. The experimental program was accomplished in a fully servo/suction-controlled ring shear apparatus, suitable for testing unsaturated soils under large deformations via the axis-translation technique. The test results highlight the important role played by matric suction on residual shear strength behaviour of compacted clayey soils. For the range of net normal stresses and suction states investigated, the increase in peak shear strength with increasing suction was found to be significantly nonlinear for the clayey soil. A distinct correspondence was also observed between the nonlinear nature of peak shear strength envelope, with respect to increasing matric suction, and the soil-water retention curve. The residual failure envelope, however, remains reasonably linear for the range of suction values induced in the present work via axis-translation. Environmental sciences Yepes Jairo E. verfasserin aut Puppala Anand J. verfasserin aut In E3S Web of Conferences EDP Sciences, 2013 9, p 09013(2016) (DE-627)778372081 (DE-600)2755680-3 22671242 nnns volume:9, p 09013 year:2016 https://doi.org/10.1051/e3sconf/20160909013 kostenfrei https://doaj.org/article/f64e9e2948c24ffca84d72da1aba707b kostenfrei http://dx.doi.org/10.1051/e3sconf/20160909013 kostenfrei https://doaj.org/toc/2267-1242 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 9, p 09013 2016
spelling	10.1051/e3sconf/20160909013 doi (DE-627)DOAJ05735748X (DE-599)DOAJf64e9e2948c24ffca84d72da1aba707b DE-627 ger DE-627 rakwb eng fre GE1-350 Hoyos Laureano R. verfasserin aut Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A preliminary experimental program has been undertaken to assess suction-controlled peak and residual shear strength properties of a statically compacted, moderate plasticity clayey soil. The experimental program was accomplished in a fully servo/suction-controlled ring shear apparatus, suitable for testing unsaturated soils under large deformations via the axis-translation technique. The test results highlight the important role played by matric suction on residual shear strength behaviour of compacted clayey soils. For the range of net normal stresses and suction states investigated, the increase in peak shear strength with increasing suction was found to be significantly nonlinear for the clayey soil. A distinct correspondence was also observed between the nonlinear nature of peak shear strength envelope, with respect to increasing matric suction, and the soil-water retention curve. The residual failure envelope, however, remains reasonably linear for the range of suction values induced in the present work via axis-translation. Environmental sciences Yepes Jairo E. verfasserin aut Puppala Anand J. verfasserin aut In E3S Web of Conferences EDP Sciences, 2013 9, p 09013(2016) (DE-627)778372081 (DE-600)2755680-3 22671242 nnns volume:9, p 09013 year:2016 https://doi.org/10.1051/e3sconf/20160909013 kostenfrei https://doaj.org/article/f64e9e2948c24ffca84d72da1aba707b kostenfrei http://dx.doi.org/10.1051/e3sconf/20160909013 kostenfrei https://doaj.org/toc/2267-1242 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 9, p 09013 2016
allfields_unstemmed	10.1051/e3sconf/20160909013 doi (DE-627)DOAJ05735748X (DE-599)DOAJf64e9e2948c24ffca84d72da1aba707b DE-627 ger DE-627 rakwb eng fre GE1-350 Hoyos Laureano R. verfasserin aut Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A preliminary experimental program has been undertaken to assess suction-controlled peak and residual shear strength properties of a statically compacted, moderate plasticity clayey soil. The experimental program was accomplished in a fully servo/suction-controlled ring shear apparatus, suitable for testing unsaturated soils under large deformations via the axis-translation technique. The test results highlight the important role played by matric suction on residual shear strength behaviour of compacted clayey soils. For the range of net normal stresses and suction states investigated, the increase in peak shear strength with increasing suction was found to be significantly nonlinear for the clayey soil. A distinct correspondence was also observed between the nonlinear nature of peak shear strength envelope, with respect to increasing matric suction, and the soil-water retention curve. The residual failure envelope, however, remains reasonably linear for the range of suction values induced in the present work via axis-translation. Environmental sciences Yepes Jairo E. verfasserin aut Puppala Anand J. verfasserin aut In E3S Web of Conferences EDP Sciences, 2013 9, p 09013(2016) (DE-627)778372081 (DE-600)2755680-3 22671242 nnns volume:9, p 09013 year:2016 https://doi.org/10.1051/e3sconf/20160909013 kostenfrei https://doaj.org/article/f64e9e2948c24ffca84d72da1aba707b kostenfrei http://dx.doi.org/10.1051/e3sconf/20160909013 kostenfrei https://doaj.org/toc/2267-1242 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 9, p 09013 2016
allfieldsGer	10.1051/e3sconf/20160909013 doi (DE-627)DOAJ05735748X (DE-599)DOAJf64e9e2948c24ffca84d72da1aba707b DE-627 ger DE-627 rakwb eng fre GE1-350 Hoyos Laureano R. verfasserin aut Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A preliminary experimental program has been undertaken to assess suction-controlled peak and residual shear strength properties of a statically compacted, moderate plasticity clayey soil. The experimental program was accomplished in a fully servo/suction-controlled ring shear apparatus, suitable for testing unsaturated soils under large deformations via the axis-translation technique. The test results highlight the important role played by matric suction on residual shear strength behaviour of compacted clayey soils. For the range of net normal stresses and suction states investigated, the increase in peak shear strength with increasing suction was found to be significantly nonlinear for the clayey soil. A distinct correspondence was also observed between the nonlinear nature of peak shear strength envelope, with respect to increasing matric suction, and the soil-water retention curve. The residual failure envelope, however, remains reasonably linear for the range of suction values induced in the present work via axis-translation. Environmental sciences Yepes Jairo E. verfasserin aut Puppala Anand J. verfasserin aut In E3S Web of Conferences EDP Sciences, 2013 9, p 09013(2016) (DE-627)778372081 (DE-600)2755680-3 22671242 nnns volume:9, p 09013 year:2016 https://doi.org/10.1051/e3sconf/20160909013 kostenfrei https://doaj.org/article/f64e9e2948c24ffca84d72da1aba707b kostenfrei http://dx.doi.org/10.1051/e3sconf/20160909013 kostenfrei https://doaj.org/toc/2267-1242 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 9, p 09013 2016
allfieldsSound	10.1051/e3sconf/20160909013 doi (DE-627)DOAJ05735748X (DE-599)DOAJf64e9e2948c24ffca84d72da1aba707b DE-627 ger DE-627 rakwb eng fre GE1-350 Hoyos Laureano R. verfasserin aut Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing 2016 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A preliminary experimental program has been undertaken to assess suction-controlled peak and residual shear strength properties of a statically compacted, moderate plasticity clayey soil. The experimental program was accomplished in a fully servo/suction-controlled ring shear apparatus, suitable for testing unsaturated soils under large deformations via the axis-translation technique. The test results highlight the important role played by matric suction on residual shear strength behaviour of compacted clayey soils. For the range of net normal stresses and suction states investigated, the increase in peak shear strength with increasing suction was found to be significantly nonlinear for the clayey soil. A distinct correspondence was also observed between the nonlinear nature of peak shear strength envelope, with respect to increasing matric suction, and the soil-water retention curve. The residual failure envelope, however, remains reasonably linear for the range of suction values induced in the present work via axis-translation. Environmental sciences Yepes Jairo E. verfasserin aut Puppala Anand J. verfasserin aut In E3S Web of Conferences EDP Sciences, 2013 9, p 09013(2016) (DE-627)778372081 (DE-600)2755680-3 22671242 nnns volume:9, p 09013 year:2016 https://doi.org/10.1051/e3sconf/20160909013 kostenfrei https://doaj.org/article/f64e9e2948c24ffca84d72da1aba707b kostenfrei http://dx.doi.org/10.1051/e3sconf/20160909013 kostenfrei https://doaj.org/toc/2267-1242 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4700 AR 9, p 09013 2016
language	English French
source	In E3S Web of Conferences 9, p 09013(2016) volume:9, p 09013 year:2016
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callnumber-first	G - Geography, Anthropology, Recreation
author	Hoyos Laureano R.
spellingShingle	Hoyos Laureano R. misc GE1-350 misc Environmental sciences Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing
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topic_title	GE1-350 Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing
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title	Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing
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title_full	Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing
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title_sort	reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing
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title_auth	Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing
abstract	A preliminary experimental program has been undertaken to assess suction-controlled peak and residual shear strength properties of a statically compacted, moderate plasticity clayey soil. The experimental program was accomplished in a fully servo/suction-controlled ring shear apparatus, suitable for testing unsaturated soils under large deformations via the axis-translation technique. The test results highlight the important role played by matric suction on residual shear strength behaviour of compacted clayey soils. For the range of net normal stresses and suction states investigated, the increase in peak shear strength with increasing suction was found to be significantly nonlinear for the clayey soil. A distinct correspondence was also observed between the nonlinear nature of peak shear strength envelope, with respect to increasing matric suction, and the soil-water retention curve. The residual failure envelope, however, remains reasonably linear for the range of suction values induced in the present work via axis-translation.
abstractGer	A preliminary experimental program has been undertaken to assess suction-controlled peak and residual shear strength properties of a statically compacted, moderate plasticity clayey soil. The experimental program was accomplished in a fully servo/suction-controlled ring shear apparatus, suitable for testing unsaturated soils under large deformations via the axis-translation technique. The test results highlight the important role played by matric suction on residual shear strength behaviour of compacted clayey soils. For the range of net normal stresses and suction states investigated, the increase in peak shear strength with increasing suction was found to be significantly nonlinear for the clayey soil. A distinct correspondence was also observed between the nonlinear nature of peak shear strength envelope, with respect to increasing matric suction, and the soil-water retention curve. The residual failure envelope, however, remains reasonably linear for the range of suction values induced in the present work via axis-translation.
abstract_unstemmed	A preliminary experimental program has been undertaken to assess suction-controlled peak and residual shear strength properties of a statically compacted, moderate plasticity clayey soil. The experimental program was accomplished in a fully servo/suction-controlled ring shear apparatus, suitable for testing unsaturated soils under large deformations via the axis-translation technique. The test results highlight the important role played by matric suction on residual shear strength behaviour of compacted clayey soils. For the range of net normal stresses and suction states investigated, the increase in peak shear strength with increasing suction was found to be significantly nonlinear for the clayey soil. A distinct correspondence was also observed between the nonlinear nature of peak shear strength envelope, with respect to increasing matric suction, and the soil-water retention curve. The residual failure envelope, however, remains reasonably linear for the range of suction values induced in the present work via axis-translation.
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title_short	Reconciling soil-water retention properties and shear strength parameters of compacted clayey soils via suction-controlled ring shear testing
url	https://doi.org/10.1051/e3sconf/20160909013 https://doaj.org/article/f64e9e2948c24ffca84d72da1aba707b http://dx.doi.org/10.1051/e3sconf/20160909013 https://doaj.org/toc/2267-1242
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