摘要
建立了剪切时存在部分排水条件下土的抗剪强度与总应力强度指标理论式 。
Formulae for the calculation of undrained shear strength and total stress strength index of normally-consolidated soils under partial drainage are derived.The variation of strength and strength indices under this condition is discussed.Also involved in this paper are the methods to determine the shear strength for this situation.
出处
《四川建筑科学研究》
2000年第4期41-43,46,共4页
Sichuan Building Science
关键词
部分排水
剪切
抗剪强度
总应力强度指标
partial drainage
shear
shear strength
strength index of total stress
