...非极限主动土压力；非极限被动土压力[gap=1388]Key words: deep foundation pit; stress path; stain state made; non-limit state active earth pressure; non-limit state passive earth pressure..
基于8个网页-相关网页
基于轴对称情况下土体的极限平衡理论，将圆形基坑主动土压力的滑移线解推广到非均匀堆载情况。
Based on the limit equilibrium theory for axially symmetric condition, the active earth pressure of circular pit obtained with slip-line method was extended to non-uniform surcharge loading.
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 limit equilibrium theory is improved, and used in the research of active earth pressure under non-limit state.
应用推荐