摘要
本文利用对数螺旋的滑移场理论和库仑理论分析的滑移场中土体的平均抗剪能力,研究了条形基础下地基的极限承载能力。结果表明,利用本文的方法与利用 K.太沙基的半理论、半经验的理论,分析的地基承载能力吻合良好。
The ultimate bearing capacity of foundation under strip foundation is studied by using the theory of sliding field of logarithmic spiral and the average shea- ring resistance of earth in the sliding field as analyzed by Coulomb's theory.The result shows that it coincides with that acquired by using the Terzaghi's semitheoretical and semiempirical theory.
出处
《工程勘察》
CSCD
北大核心
1995年第5期20-23,共4页
Geotechnical Investigation & Surveying
基金
本文得到了山东省教委中青年学术基金的资助
