Applicability of Cam-Clay Models for Tropical Residual Soils

Abstract The development of a critical state framework for saturated soils provides a powerful conceptual model based on the generalized principles of the elasto-plastic behavior of frictional materials (Schofield and Wroth, Critical state soil mechanics, 1968]. The model has been modified to meet t...
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Autor*in:	Nagendra Prasad, K. [verfasserIn] Sulochana, N. [verfasserIn] Venkata Ramana, U. [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2013

Schlagwörter:	Residual soils Plastic strains Flow rule Hardening rule Yield curve Cam-clay models

Übergeordnetes Werk:	Enthalten in: Journal of the Institution of Engineers (India) - [New Delhi] : Springer India, 2012, 94(2013), 1 vom: März, Seite 1-8
Übergeordnetes Werk:	volume:94 ; year:2013 ; number:1 ; month:03 ; pages:1-8

Links:	Volltext

DOI / URN:	10.1007/s40030-013-0034-y

Katalog-ID:	SPR032662130

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520			\|a Abstract The development of a critical state framework for saturated soils provides a powerful conceptual model based on the generalized principles of the elasto-plastic behavior of frictional materials (Schofield and Wroth, Critical state soil mechanics, 1968]. The model has been modified to meet the requirements of more complex applications (Wheeler, Proceedings of XIV ICSMFE, 1997). An attempt has been made in the present paper to apply conventional Cam-clay models to capture the stress–strain–pore pressure response of tropical residual soils. For this purpose oedometer tests and consolidated undrained triaxial tests were conducted on undisturbed soil specimens and reconstituted soil specimens of five soils collected form the surrounding areas of Tirupati in Andhra Pradesh. Using the Cam-clay models the predictive capabilities of these models are brought out in comparison to the experimental results on tropical residual soils. It has been shown that the Cam-clay models can only capture the behavior of remolded soils devoid of cementation whereas the Wheeler model can effectively predict the behavior of natural soils considered in the present investigation which show strain softening associated with positive pore pressures.
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650		4	\|a Plastic strains \|7 (dpeaa)DE-He213
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publishDate	2013
allfields	10.1007/s40030-013-0034-y doi (DE-627)SPR032662130 (SPR)s40030-013-0034-y-e DE-627 ger DE-627 rakwb eng 620 690 ASE Nagendra Prasad, K. verfasserin aut Applicability of Cam-Clay Models for Tropical Residual Soils 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The development of a critical state framework for saturated soils provides a powerful conceptual model based on the generalized principles of the elasto-plastic behavior of frictional materials (Schofield and Wroth, Critical state soil mechanics, 1968]. The model has been modified to meet the requirements of more complex applications (Wheeler, Proceedings of XIV ICSMFE, 1997). An attempt has been made in the present paper to apply conventional Cam-clay models to capture the stress–strain–pore pressure response of tropical residual soils. For this purpose oedometer tests and consolidated undrained triaxial tests were conducted on undisturbed soil specimens and reconstituted soil specimens of five soils collected form the surrounding areas of Tirupati in Andhra Pradesh. Using the Cam-clay models the predictive capabilities of these models are brought out in comparison to the experimental results on tropical residual soils. It has been shown that the Cam-clay models can only capture the behavior of remolded soils devoid of cementation whereas the Wheeler model can effectively predict the behavior of natural soils considered in the present investigation which show strain softening associated with positive pore pressures. Residual soils (dpeaa)DE-He213 Plastic strains (dpeaa)DE-He213 Flow rule (dpeaa)DE-He213 Hardening rule (dpeaa)DE-He213 Yield curve (dpeaa)DE-He213 Cam-clay models (dpeaa)DE-He213 Sulochana, N. verfasserin aut Venkata Ramana, U. verfasserin aut Enthalten in Journal of the Institution of Engineers (India) [New Delhi] : Springer India, 2012 94(2013), 1 vom: März, Seite 1-8 (DE-627)722236743 (DE-600)2677555-4 2250-2157 nnns volume:94 year:2013 number:1 month:03 pages:1-8 https://dx.doi.org/10.1007/s40030-013-0034-y lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_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_2057 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_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 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_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 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_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 94 2013 1 03 1-8
spelling	10.1007/s40030-013-0034-y doi (DE-627)SPR032662130 (SPR)s40030-013-0034-y-e DE-627 ger DE-627 rakwb eng 620 690 ASE Nagendra Prasad, K. verfasserin aut Applicability of Cam-Clay Models for Tropical Residual Soils 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The development of a critical state framework for saturated soils provides a powerful conceptual model based on the generalized principles of the elasto-plastic behavior of frictional materials (Schofield and Wroth, Critical state soil mechanics, 1968]. The model has been modified to meet the requirements of more complex applications (Wheeler, Proceedings of XIV ICSMFE, 1997). An attempt has been made in the present paper to apply conventional Cam-clay models to capture the stress–strain–pore pressure response of tropical residual soils. For this purpose oedometer tests and consolidated undrained triaxial tests were conducted on undisturbed soil specimens and reconstituted soil specimens of five soils collected form the surrounding areas of Tirupati in Andhra Pradesh. Using the Cam-clay models the predictive capabilities of these models are brought out in comparison to the experimental results on tropical residual soils. It has been shown that the Cam-clay models can only capture the behavior of remolded soils devoid of cementation whereas the Wheeler model can effectively predict the behavior of natural soils considered in the present investigation which show strain softening associated with positive pore pressures. Residual soils (dpeaa)DE-He213 Plastic strains (dpeaa)DE-He213 Flow rule (dpeaa)DE-He213 Hardening rule (dpeaa)DE-He213 Yield curve (dpeaa)DE-He213 Cam-clay models (dpeaa)DE-He213 Sulochana, N. verfasserin aut Venkata Ramana, U. verfasserin aut Enthalten in Journal of the Institution of Engineers (India) [New Delhi] : Springer India, 2012 94(2013), 1 vom: März, Seite 1-8 (DE-627)722236743 (DE-600)2677555-4 2250-2157 nnns volume:94 year:2013 number:1 month:03 pages:1-8 https://dx.doi.org/10.1007/s40030-013-0034-y lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_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_2057 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_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 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_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 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_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 94 2013 1 03 1-8
allfields_unstemmed	10.1007/s40030-013-0034-y doi (DE-627)SPR032662130 (SPR)s40030-013-0034-y-e DE-627 ger DE-627 rakwb eng 620 690 ASE Nagendra Prasad, K. verfasserin aut Applicability of Cam-Clay Models for Tropical Residual Soils 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The development of a critical state framework for saturated soils provides a powerful conceptual model based on the generalized principles of the elasto-plastic behavior of frictional materials (Schofield and Wroth, Critical state soil mechanics, 1968]. The model has been modified to meet the requirements of more complex applications (Wheeler, Proceedings of XIV ICSMFE, 1997). An attempt has been made in the present paper to apply conventional Cam-clay models to capture the stress–strain–pore pressure response of tropical residual soils. For this purpose oedometer tests and consolidated undrained triaxial tests were conducted on undisturbed soil specimens and reconstituted soil specimens of five soils collected form the surrounding areas of Tirupati in Andhra Pradesh. Using the Cam-clay models the predictive capabilities of these models are brought out in comparison to the experimental results on tropical residual soils. It has been shown that the Cam-clay models can only capture the behavior of remolded soils devoid of cementation whereas the Wheeler model can effectively predict the behavior of natural soils considered in the present investigation which show strain softening associated with positive pore pressures. Residual soils (dpeaa)DE-He213 Plastic strains (dpeaa)DE-He213 Flow rule (dpeaa)DE-He213 Hardening rule (dpeaa)DE-He213 Yield curve (dpeaa)DE-He213 Cam-clay models (dpeaa)DE-He213 Sulochana, N. verfasserin aut Venkata Ramana, U. verfasserin aut Enthalten in Journal of the Institution of Engineers (India) [New Delhi] : Springer India, 2012 94(2013), 1 vom: März, Seite 1-8 (DE-627)722236743 (DE-600)2677555-4 2250-2157 nnns volume:94 year:2013 number:1 month:03 pages:1-8 https://dx.doi.org/10.1007/s40030-013-0034-y lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_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_2057 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_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 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_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 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_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 94 2013 1 03 1-8
allfieldsGer	10.1007/s40030-013-0034-y doi (DE-627)SPR032662130 (SPR)s40030-013-0034-y-e DE-627 ger DE-627 rakwb eng 620 690 ASE Nagendra Prasad, K. verfasserin aut Applicability of Cam-Clay Models for Tropical Residual Soils 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The development of a critical state framework for saturated soils provides a powerful conceptual model based on the generalized principles of the elasto-plastic behavior of frictional materials (Schofield and Wroth, Critical state soil mechanics, 1968]. The model has been modified to meet the requirements of more complex applications (Wheeler, Proceedings of XIV ICSMFE, 1997). An attempt has been made in the present paper to apply conventional Cam-clay models to capture the stress–strain–pore pressure response of tropical residual soils. For this purpose oedometer tests and consolidated undrained triaxial tests were conducted on undisturbed soil specimens and reconstituted soil specimens of five soils collected form the surrounding areas of Tirupati in Andhra Pradesh. Using the Cam-clay models the predictive capabilities of these models are brought out in comparison to the experimental results on tropical residual soils. It has been shown that the Cam-clay models can only capture the behavior of remolded soils devoid of cementation whereas the Wheeler model can effectively predict the behavior of natural soils considered in the present investigation which show strain softening associated with positive pore pressures. Residual soils (dpeaa)DE-He213 Plastic strains (dpeaa)DE-He213 Flow rule (dpeaa)DE-He213 Hardening rule (dpeaa)DE-He213 Yield curve (dpeaa)DE-He213 Cam-clay models (dpeaa)DE-He213 Sulochana, N. verfasserin aut Venkata Ramana, U. verfasserin aut Enthalten in Journal of the Institution of Engineers (India) [New Delhi] : Springer India, 2012 94(2013), 1 vom: März, Seite 1-8 (DE-627)722236743 (DE-600)2677555-4 2250-2157 nnns volume:94 year:2013 number:1 month:03 pages:1-8 https://dx.doi.org/10.1007/s40030-013-0034-y lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_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_2057 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_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 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_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 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_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 94 2013 1 03 1-8
allfieldsSound	10.1007/s40030-013-0034-y doi (DE-627)SPR032662130 (SPR)s40030-013-0034-y-e DE-627 ger DE-627 rakwb eng 620 690 ASE Nagendra Prasad, K. verfasserin aut Applicability of Cam-Clay Models for Tropical Residual Soils 2013 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract The development of a critical state framework for saturated soils provides a powerful conceptual model based on the generalized principles of the elasto-plastic behavior of frictional materials (Schofield and Wroth, Critical state soil mechanics, 1968]. The model has been modified to meet the requirements of more complex applications (Wheeler, Proceedings of XIV ICSMFE, 1997). An attempt has been made in the present paper to apply conventional Cam-clay models to capture the stress–strain–pore pressure response of tropical residual soils. For this purpose oedometer tests and consolidated undrained triaxial tests were conducted on undisturbed soil specimens and reconstituted soil specimens of five soils collected form the surrounding areas of Tirupati in Andhra Pradesh. Using the Cam-clay models the predictive capabilities of these models are brought out in comparison to the experimental results on tropical residual soils. It has been shown that the Cam-clay models can only capture the behavior of remolded soils devoid of cementation whereas the Wheeler model can effectively predict the behavior of natural soils considered in the present investigation which show strain softening associated with positive pore pressures. Residual soils (dpeaa)DE-He213 Plastic strains (dpeaa)DE-He213 Flow rule (dpeaa)DE-He213 Hardening rule (dpeaa)DE-He213 Yield curve (dpeaa)DE-He213 Cam-clay models (dpeaa)DE-He213 Sulochana, N. verfasserin aut Venkata Ramana, U. verfasserin aut Enthalten in Journal of the Institution of Engineers (India) [New Delhi] : Springer India, 2012 94(2013), 1 vom: März, Seite 1-8 (DE-627)722236743 (DE-600)2677555-4 2250-2157 nnns volume:94 year:2013 number:1 month:03 pages:1-8 https://dx.doi.org/10.1007/s40030-013-0034-y lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_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_2057 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_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 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_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 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_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 94 2013 1 03 1-8
language	English
source	Enthalten in Journal of the Institution of Engineers (India) 94(2013), 1 vom: März, Seite 1-8 volume:94 year:2013 number:1 month:03 pages:1-8
sourceStr	Enthalten in Journal of the Institution of Engineers (India) 94(2013), 1 vom: März, Seite 1-8 volume:94 year:2013 number:1 month:03 pages:1-8
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Residual soils Plastic strains Flow rule Hardening rule Yield curve Cam-clay models
dewey-raw	620
isfreeaccess_bool	false
container_title	Journal of the Institution of Engineers (India)
authorswithroles_txt_mv	Nagendra Prasad, K. @@aut@@ Sulochana, N. @@aut@@ Venkata Ramana, U. @@aut@@
publishDateDaySort_date	2013-03-01T00:00:00Z
hierarchy_top_id	722236743
dewey-sort	3620
id	SPR032662130
language_de	englisch
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author	Nagendra Prasad, K.
spellingShingle	Nagendra Prasad, K. ddc 620 misc Residual soils misc Plastic strains misc Flow rule misc Hardening rule misc Yield curve misc Cam-clay models Applicability of Cam-Clay Models for Tropical Residual Soils
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topic_title	620 690 ASE Applicability of Cam-Clay Models for Tropical Residual Soils Residual soils (dpeaa)DE-He213 Plastic strains (dpeaa)DE-He213 Flow rule (dpeaa)DE-He213 Hardening rule (dpeaa)DE-He213 Yield curve (dpeaa)DE-He213 Cam-clay models (dpeaa)DE-He213
topic	ddc 620 misc Residual soils misc Plastic strains misc Flow rule misc Hardening rule misc Yield curve misc Cam-clay models
topic_unstemmed	ddc 620 misc Residual soils misc Plastic strains misc Flow rule misc Hardening rule misc Yield curve misc Cam-clay models
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title	Applicability of Cam-Clay Models for Tropical Residual Soils
ctrlnum	(DE-627)SPR032662130 (SPR)s40030-013-0034-y-e
title_full	Applicability of Cam-Clay Models for Tropical Residual Soils
author_sort	Nagendra Prasad, K.
journal	Journal of the Institution of Engineers (India)
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author_browse	Nagendra Prasad, K. Sulochana, N. Venkata Ramana, U.
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author-letter	Nagendra Prasad, K.
doi_str_mv	10.1007/s40030-013-0034-y
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title_sort	applicability of cam-clay models for tropical residual soils
title_auth	Applicability of Cam-Clay Models for Tropical Residual Soils
abstract	Abstract The development of a critical state framework for saturated soils provides a powerful conceptual model based on the generalized principles of the elasto-plastic behavior of frictional materials (Schofield and Wroth, Critical state soil mechanics, 1968]. The model has been modified to meet the requirements of more complex applications (Wheeler, Proceedings of XIV ICSMFE, 1997). An attempt has been made in the present paper to apply conventional Cam-clay models to capture the stress–strain–pore pressure response of tropical residual soils. For this purpose oedometer tests and consolidated undrained triaxial tests were conducted on undisturbed soil specimens and reconstituted soil specimens of five soils collected form the surrounding areas of Tirupati in Andhra Pradesh. Using the Cam-clay models the predictive capabilities of these models are brought out in comparison to the experimental results on tropical residual soils. It has been shown that the Cam-clay models can only capture the behavior of remolded soils devoid of cementation whereas the Wheeler model can effectively predict the behavior of natural soils considered in the present investigation which show strain softening associated with positive pore pressures.
abstractGer	Abstract The development of a critical state framework for saturated soils provides a powerful conceptual model based on the generalized principles of the elasto-plastic behavior of frictional materials (Schofield and Wroth, Critical state soil mechanics, 1968]. The model has been modified to meet the requirements of more complex applications (Wheeler, Proceedings of XIV ICSMFE, 1997). An attempt has been made in the present paper to apply conventional Cam-clay models to capture the stress–strain–pore pressure response of tropical residual soils. For this purpose oedometer tests and consolidated undrained triaxial tests were conducted on undisturbed soil specimens and reconstituted soil specimens of five soils collected form the surrounding areas of Tirupati in Andhra Pradesh. Using the Cam-clay models the predictive capabilities of these models are brought out in comparison to the experimental results on tropical residual soils. It has been shown that the Cam-clay models can only capture the behavior of remolded soils devoid of cementation whereas the Wheeler model can effectively predict the behavior of natural soils considered in the present investigation which show strain softening associated with positive pore pressures.
abstract_unstemmed	Abstract The development of a critical state framework for saturated soils provides a powerful conceptual model based on the generalized principles of the elasto-plastic behavior of frictional materials (Schofield and Wroth, Critical state soil mechanics, 1968]. The model has been modified to meet the requirements of more complex applications (Wheeler, Proceedings of XIV ICSMFE, 1997). An attempt has been made in the present paper to apply conventional Cam-clay models to capture the stress–strain–pore pressure response of tropical residual soils. For this purpose oedometer tests and consolidated undrained triaxial tests were conducted on undisturbed soil specimens and reconstituted soil specimens of five soils collected form the surrounding areas of Tirupati in Andhra Pradesh. Using the Cam-clay models the predictive capabilities of these models are brought out in comparison to the experimental results on tropical residual soils. It has been shown that the Cam-clay models can only capture the behavior of remolded soils devoid of cementation whereas the Wheeler model can effectively predict the behavior of natural soils considered in the present investigation which show strain softening associated with positive pore pressures.
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title_short	Applicability of Cam-Clay Models for Tropical Residual Soils
url	https://dx.doi.org/10.1007/s40030-013-0034-y
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author2	Sulochana, N. Venkata Ramana, U.
author2Str	Sulochana, N. Venkata Ramana, U.
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doi_str	10.1007/s40030-013-0034-y
up_date	2024-07-03T14:03:10.797Z
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Applicability of Cam-Clay Models for Tropical Residual Soils

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