摘要
支护结构工程中,当坡顶填土表面倾斜时,无法采用常规的土压力理论进行计算。探讨了《建筑边坡工程技术规范》存在的问题,提出了推荐方法。通过算例验证了推荐方法,具有计算简单、计算结果合理的优点,可供工程设计中参考使用。
In the supporting structural engineering, the calculation of the active earth pressure is not suitable for the theory of the earth pressure when the fill surface is tilted. The problems for The Technical Code For Building Slope Engineering, and recommended a new method are discussed. The calculation shows the advantage of simple and reasonable.
出处
《岩土工程技术》
2008年第3期160-162,F0003,共4页
Geotechnical Engineering Technique
关键词
填土倾斜
主动土压力
郎肯理论
库仑理论
tiltedfill
active earth pressure
Rankine＇ s Theory
Coulomb＇s Theory
