基于统一强度理论的太沙基地基极限承载力  

Study on the Terzaghi Ultimate Bearing Capacity of Foundation Based on the Unified Strength Theory

作　　者：周小平[1] 张永兴[1] 

机构地区：[1]重庆大学土木工程学院,重庆400030

出　　处：《重庆大学学报（自然科学版）》2004年第9期133-136,共4页Journal of Chongqing University

基　　金：国家自然科学基金资助项目(59879012)

摘　　要：基于Mohr-Coulomb理论的地基极限承载力公式,没有考虑中间主应力的影响。因而与实际结果有误差。为此,利用统一强度理论考虑中间主应力影响的优点,建立了地基极限承载力的统一解形式。利用此解可以合理地得出不同材料的相应解,并且能充分发挥材料自身的承载能力,对实际工程具有重要意义。通过算例可以知道地基极限承载力随着中间主应力系数b的增大而显著增加,说明中间主应力对地基极限承载力有明显影响。The ultimate bearing capacity of foundation based on Mohr-Coulomb strength criterion did not analyze effect of intermediate principal stress on yield and failure of soil so that the disparity between results obtained using Mohr-Coulomb strength criterion and those from experimental data are produced .In the paper , The ultimate bearing capacity of foundation based on unified strength theory is established and a unified solutions are obtained. The corresponding solutions of different materials can be got from it .The unified solution can not only be used to fit the properties of the materials with different tension-pressure strength but also those with equal tension-pressure strength, Results show that ones make full use of the properties of the materials so as to reduce supports,which is of important significance for engineering.

关 键 词：中间主应力 极限承载力 统一强度理论 

分 类 号：TU753[建筑科学—建筑技术科学]