1Roscoe E H , Schofield A N , Wroth C P. On yielding of soils[J] . Geoteehnique. 1958 , 8(1) : 22 - 53.
2Roscoe K H , Schofield A N , Thurairajah A. Yielding of clays in states wetter than critical [J].Geo- teehnique, 1958, 13(3) : 211 - 240.
3Schofield A N , Wroth C P. Critical State Soil Mechanics[M].London: McGraw Hili, 1968.
4Roscoe K H, Burland J B. On the generalized stress - strain behaviour of'wet'clay [M].Engineering PlasticityCambridge University Press , 1968 , 535 - 609.
5Matsuoka H , Yao Y P , Sun D A. The Cam2clay models revised by the SMP criterion [J ] . Soils and Founda- tions , 1999 ,39 (1) :81 - 95.
6Sun D A , Matsuoka H , Yao Y P , etc. An elas to2plastic model for unsatured soil in three2dimension al stresses[J ] . Soilsand Foundations , 2000 , 40(3) 17-28.
2Sun D A, Matsuoka H, Yao Y P, etc. An elasto-plastic model for unsatured soil in three-dimensional stresses[J]. Soils and Foundations, 2000, 40(3) : 17 - 28.
4Matsuoka H, Nakai T. Stress - deformation and strength characteristics of soil under three different principal stresses [A]. Proceedings of the Japan Society of Civil Engineers[ C], 1974, 232 : 59 - 74.
5Nakai T, Hinokio M. A simple elastoplastic model for normally and over consolidated soils with unified material parameters [J]. Soils and Foundations, 2004, 44(2): 53 -70.
6Lade P V, Musante H M. Three dimensional and strength characteristics of remolded clay[J]. J. geotech. Engrg. Div., American Society of Civil Engineers, 1978, 104(2):193- 209.
7Roscoe K H, Schofield A N, Wroth C P. On yielding of soils[J]. Geoteehnique, 1958, 8(1) : 22 - 53.
8Roscoe K H, Schofield A N, Thurairajah A. Yielding of clays in states wetter than critical[ J]. Geoteehnique, 1958, 13 (3) : 211 - 240.
9Schofield A N, Wroth C P. Critical State Soil Mechanics[M]. London: McGraw Hill, 1968.
10Roscoe K H, Burland J B. On the generalized stress- strain ,behaviour of 'wet' clay[ M]. Engineering Plasticity, Cambridge University Press, 1968, 535 - 609.
