摘要
根据刚塑性体的静力平衡条件 ,推导了方形浅基础地基承载力的理论解 .该理论解主要由 3方面组成 :粘聚力c、均布超载 q、土体重度γ .与Vesic的半经验分析结果进行了对比 ,二者相似 。
A new theoretical solution of shallow square foundation is presented based on static equilibrium of rigid-plasticity body.It comprises three factors:cohesion,c,over loading,q,and density of the soil,γ.The results of this solution are similar to semi-emperience Vesic solution,which provides a new approach to calculate bearing capacity of shallow square foundation.
出处
《同济大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
2004年第10期1325-1327,共3页
Journal of Tongji University:Natural Science
关键词
方形浅基础
地基承载力
理论解
shallow square foundation
bearing capacity of foundation
theoretical solution