摘要
探讨了重塑非饱和黄土等p剪切试验过程的破坏特性、屈服特性和水量变化特性。做了2种不同干密度的净平均应力和吸力等于常数、偏应力增大的三轴排水剪切试验。结果表明:破坏应力随吸力增大而增大;得到了一种确定等净平均应力剪切条件下屈服应力的新方法,q-s平面上的加载湿陷屈服线形状与p-s平面相似;土-水特征曲线依赖于偏应力,建立了含水量-吸力-净平均应力-偏应力形式的土-水特征曲线。
The disruption, yield and water content change of a remolded unsaturated loess is studied during the course of shear tests with controlled net mean stress equaling constant. Two types of density's triaxial drained shear tests with controlled net mean stress and suction equaling constants are conducted. The test results show that the disruption stress increases with suction. A new method to identify the field stress under triaxial drained shear tests with controlled net mean stress equaling constants is suggested, and the shape of loading-collapse yield curve are similar in q-s plane and in p-s plane. The soil-water characteristic curve is dependent on deviatoric stress, and the soil-water characteristic curve including water content, suction, net mean stress and deviatoric stress is proposed.
出处
《重庆大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2004年第9期124-128,共5页
Journal of Chongqing University
基金
国家自然科学基金资助项目(10372115)
关键词
非饱和土
剪切
偏应力
屈服
土-水特征曲线
unsaturated soil
shear
deviatoric stress
yield
soil-water characteristic curve
