摘要
本文通过利用淤泥的三轴压缩试验和直接剪切试验强度指标分别计算地基承载力和土压力系数 。
With calculating the bearing capacity of groundsill and the coefficient of earth pressure by the shear strength of sludgy in the triaxial compression test and the direct shear test,this paper discusses the applicaton of the shear strength.
出处
《福建建筑》
2000年第4期30-32,共3页
Fujian Architecture & Construction
关键词
淤泥
抗剪强度
地基承载力
土压力系数
Triaxial Undrained Test
Triaxial Consolidated Undrained Test
Direct Quick Shear(Undrained)Test
Direct Consolidated Quick shear(Undrained)
Bearing Capacity of Groundsill
Coefficient of Earth Pressure
