摘要
应用复杂材料强度准则,分析了各向异性、非线性、非均质地基的极限平衡状态.导出了极限承载力公式及有关数值解,定量地研究了各种复杂因素对地基承载力的影响.证明了各向同性地基承载力解答只是本文的一种特例.
A limit equilibrium analysis of anisotropic nonlinear nonhomogeneous foundations is made while a strength criterion of complex materials is applied,, Some formulas and numerical solutions of the ultimate bearing capacity are derived.The effects of various complex factors on the bearing capacity of fonndations are studied quantitatively. It is shown that the solutions of isotropic foundations are the special cases of the theory presented in the paper.
出处
《土木工程学报》
EI
CSCD
北大核心
1994年第1期57-66,共10页
China Civil Engineering Journal
