The Institute of Geotechnical Engineering, Department of Architecture and Civil Engineering, Logistical Engineering University, Chongqing 400041, China
lyuanxue@vip.sina.com
Show less
History+
Received
Accepted
Published Online
2008-06-20
2008-11-11
2009-03-05
PDF
(97KB)
Abstract
Based on the basic mechanical properties of geomaterials, it was proven that the Drucker Postulate and the classical theory of plasticity can not be applied to geomaterials. Moreover, several basic problems of plastic theory of geomaterials were discussed. Based on the strict theoretical analysis, the following have been proven: the single yield surface model based on the classical theory of plasticity is unsuitable for geomaterials whether the rule of associated flow is applied or not; the yield surface of geomaterials is not unique, and its number is the same as the freedoms of plastic strain increment; the yield surface is not convex; and the rule of associated flow is unsuitable for geomaterials.
RoscoeK H. On the yielding of soils. Geotechnique, 1958, 8(1): 22-53
[2]
AnandarajahA, SobbanK. Incremental stress-strain behavior of granular soils. Journal of Geotechnical Engineering, ASCE, 1995, 121(1): 57-67
[3]
ShenZhujiang, ShengShxing. The uniqueness assumption of soils stress strain theory. Scientific Study of Chinese Irrigation and Water Carriage, 1982, 11(2): 11-19 (in Chinese)
[4]
Liu Yuanxue. The general stress strain relation of soils involving principal stress axes rotation. Dissertation for Doctoral Degree, Chongqing: Logistical Engineering University, 1997 (in Chinese)
[5]
YinZongze. A two yield surface stress strain model of soils. Journal of Chinese Geotechnical Engineering, 1988, 10(4): 64-71 (in Chinese)
[6]
LadeP V, KimM K. Single hardening constitutive model for frictional materials. Computer and Geotechnics, 1988, 38(6): 13-29
[7]
HuangSujian. The thermodynamics principle of stability postulate in plastic mechanics. The Chinese Journal of Solid Mechanics, 1988, 9(2): 95-101 (in Chinese)
[8]
YoshimineM K, Ishihara. Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sands. Soils and Foundations, 1998, 38(3): 179-188
RIGHTS & PERMISSIONS
Higher Education Press and Springer-Verlag Berlin Heidelberg