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Volume 35 Issue zk1
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SHEN Yang, GE Dong-dong, XU Hai-dong, ZHANG Chao-bo. Mathematical and physical significances and applicability of tangent and secant strength indices of total stress of consolidated undrained triaxial tests based on Coulomb’s law[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 44-51.
Citation: SHEN Yang, GE Dong-dong, XU Hai-dong, ZHANG Chao-bo. Mathematical and physical significances and applicability of tangent and secant strength indices of total stress of consolidated undrained triaxial tests based on Coulomb’s law[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 44-51.
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Mathematical and physical significances and applicability of tangent and secant strength indices of total stress of consolidated undrained triaxial tests based on Coulomb’s law

  • 1. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China; 2. Dayu College, Hohai University, Nanjing 210098, China; 3. College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China

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  • Received Date: March 01, 2013
  • Published Date: July 18, 2013
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    • Abstract
  • Most of the strength criteria for soils should satisfy the Coulomb’s law on the failure surface, and the effective stress strengh indices of isotropic soil are unique under different drainage conditions. The mathematical and physical meanings of triaxial total stress strength indices are investigated based on the relationship between the excess pore pressure at failure in Coulomb's law under undrained conditions and that in consolidated undrained (CU) triaxial tests. The results show that, in view of the linear envelope of the Coulomb's law under drained and undrained conditions, the pore pressure coefficient Df is proved to be constant, which is related to the normal stress state on the failure surface. The existence of linear total stress failure envelop of CU is based on the certain relationship among Skempton’s pore pressure coefficients Af , Df , cohesion and deviator stress at failure. The corresponding expression is also obtained. Furthermore through the strength parameters of CU tests, the secant strength indices, φR and cR, are obtained. It provides more reasonable and operational method for engineering problems with known sliding surfaces. However if the total stress tangent strength indices of CU are used, the strength will be overvalued by more than 10%, which will cause great security risk.
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  • 罗嗣海,杨建永. 正常固结饱和土总应力强度指标的有效应力分析[J]. (东华理工大学学报(自然科学版)), 2008, 31(1): 69-72.(LUO Si-hai,YANG Jian-yong. The efective stress analysis of total stress strength parameters for normally-consolidated saturated soil[J]. Journal of East China Institute of Technology, 2008, 31(1): 69-72. (in Chinese))
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