earth-pressure theory

基本解释

The limit equilibrium theory is improved, and used in the research of active earth pressure under non-limit state.
改进了极限平衡理论，用于非极限状态主动土压力的研究。
The formulas of the space active earth pressure computing theory was derived based on the twin-shear unified strength theory.
采用双剪统一强度理论，导出了空间土压力计算的双剪统一解。
The result of soil-structure interaction causes difference between field and classical theory calculation at the lateral earth-pressure distribution.
支护结构与土相互作用的结果，造成土压力实测值与经典理论计算值在分布规律上存在较大的差别。