岩土力学2016，Vol.37Issue(5)：1475-1485,1496,12.DOI:10.16285/j.rsm.2016.05.032
砂-黏土双层地基极限承载力的数值研究
Numerical analysis of the ultimate bearing capacity of the layered soil foundation with sand overlying clay
摘要
关键词
双层地基/极限承载力/冲剪破坏法/应力扩散法Key words
two-layer soil/ultimate bearing capacity/punching shear method/load spreading method分类
建筑与水利引用本文复制引用
郑刚,周海祚,程雪松,刘景锦,郑帅群..砂-黏土双层地基极限承载力的数值研究[J].岩土力学,2016,37(5):1475-1485,1496,12.基金项目
国家自然科学基金项目(No.51378345).This study was funded by the National Natural Science Foundation of China (51378345). （No.51378345）
