摘要
通过应力路径法导出简洁的任意固结度的不排水抗剪强度指标的理论公式 ,并与实测对比 ,结果相当一致。
A simpler theoretical solution for undrained shear strength index of saturated clayey soil under arbitrary degree of consolidation is deduced by the means of stress path method in this paper.And comparision tests show that the calculated result based on theoretical formula above is in good agreement.
出处
《南京建筑工程学院学报》
2001年第4期20-24,共5页
Journal of Nanjing Architectural and Civil Engineering Institute(Natural Science)
关键词
固结度
抗剪强度
排水
饱和粘性土
clayey soil
arbitrary degree of consolidation
strength index
