Journal of Guangdong University of Technology ›› 2008, Vol. 25 ›› Issue (3): 90-94.
• Comprehensive Studies • Previous Articles Next Articles
[1] 杨雪强,朱志政,何世秀. 对Lade-Duncan,Matsuoka-Nakai和Ottosen等破坏准则的认识[J]. 岩土工程学报. 2006(03)[1] van Eekelen H A M.Isotropic yield surfaces in three di-mensions for use in soil mechanics. International Jour-nal for Numerical and Analytical Methods in Geomechan-ics . 1980 [2] Hashiguchi K.A proposal of the simplest convex-conicalsurface for soils. Soils and Foundations . 2002 [3] Yang X Q,Fung W H,Au S K,et al.Anote on the Lade-Duncan failure criterion. Geomechanics and Geoengi-neering:An International Journal . 2006 [4] Roscoe K H,,Burland J B.On the generalized stress-strainbehaviour of wet clay. Engineering Plasticity . 1968 [5] Lade P V,Duncan J M.Elastoplastic stress-strain theory for cohesionless soil. Journal of the Geotechnical Engineering Division ASCE . 1975 [6] Lade, P V,and Duncan, J M.Three-dimensional behaviour of remolded clay. Journal of Geotechnical Engineering . 1978 [7] Matsuoka,H.On the significance of the "spatial mobilized plane". Soils and Foundations . 1976 [8] Wroth C. P.The interpretation of in-situ soil tests. Geotechnique . 1984 [9] Yao Y P,Sun D A.Application of Lade′s criterion to Cam-clay model. Journal of Engineering Mechanics,ASCE . 2000 [10] Schofield A N,Wroth C P.Critical State Soil Mechanics. . 1968 |
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