The aseismic research about gravity retaining structures deals with seismic soil pressure, seismic wall strength checking and seismic stability.
重力式挡土结构的抗震研究涉及地震土压力、墙身强度抗震验算和地震稳定性等方面。
The strength of soil can be improved by dissipating the pore water pressure by means of vacuum drainage preloading.
真空排水预压加固软基是通过孔隙水压力的消散来增强土体的强度。
Through analyzing the normalized strength, the effect of reinforcement under different confining pressure is studied. The macro-behaviour of reinforced soil is analyzed.
通过归一化强度分析,研究了不同围压下加筋的效果,分析了加筋土强度提高的宏观表现。
应用推荐