Abstract：Characteristics of microstructure of till are studied. Behavior of stress-strain-volumetric change of till under high and low stresses is analysed systematically, and major factors affecting the behavior are also indicated. A new non-linear K-G model which involves volume dilatancy and stress working soften is proposed.
引用本文:
屈智炯；刘开明；肖晓军；刘昌贵；. 冰碛土微观结构、应力应变特性及其模型研究[J]. 岩土工程学报, 1992, 14(6): 19-28.
Qu Zhijiong, Liu Kaiming, Xiao Xiaojun, Liu Changgui. Study of Microstructure, Stress-Strain Behavior and Constitutive Model of Till. Chinese J. Geot. Eng., 1992, 14(6): 19-28.
