Duncan J M,Chang C Y.Nonlinear Analysis of Stress and Strain in Soils[J].Journal of the Soil Mechanics and Foundations Division,ASCE,1970,96(5):1629-1652.
[2]
Corotris R B,Farzin M H,Krizek R J.Nonlinear Stress-Strain Formulation for Soil[J].ASCE,JGED,1974,100 (9):994-1008.
De Mello V F B.Reflections on Decisions of Practical Significance to Embankment Dam Construction[J].Geotechnique,1977,27(3):279-335.
[13]
姚仰平,路德春,周安楠,等.广义非线性强度理论及其变换应力空间[J].中国科学: E 辑,2004,34(11):1283-1299.
[14]
Yao Y P,Matsuoka H,Sun D A.A Unified Elastoplastic Models for Clay and Sand with the SMP Criterion[C]/ /Proc 8th Australia-New Zealand Conference on Geomechanics.1999: 997-1002.
[15]
Matsuoka H,Yao Y P,Sun D A.The Cam-Clay Models Revised by the SMP Criterion[J].Soil and Foundation,1999,39 (1) :81-95.