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1)  active earth and water pressure
主动水土压力
1.
The coefficients of active earth and water pressure(AWP)and the horizontal differential element interlayer are obtained.
假定小主应力迹线为抛物线,分析刚性挡墙后土拱效应,推导土拱效应作用下刚性挡墙主动水土压力系数和水平微分单元层间系数。
2)  active soil pressure
主动土压力
1.
Research on active soil pressure and stability of retaining wall with broken back surface;
对折线墙背上主动土压力和挡土墙稳定状态的研究
2.
With the method of level layer elemental analysis, the laws of distribution of active soil pressure and height of its resultant application point were deeply studied.
利用水平层单元分析法 ,研究主动土压力的分布及其合力作用点高度的变化规
3)  active earth pressure
主动土压力
1.
Analytical solution of active earth pressure acting on retaining walls under complicated conditions;
复杂条件下挡土墙主动土压力解析解
2.
Particle flow simulation of active earth pressure distribution on rigid retaining wall;
刚性挡土墙主动土压力颗粒流模拟
3.
Improvement in the calculating method of active earth pressure considering translational movement effect;
考虑平动位移主动土压力计算分析与改进
4)  active thrust of earth
主动土推力,主动土压力
5)  dynamic active earth pressure
动主动土压力
1.
Based on Mononobe-Okabe’s postulation and the reasonable consideration for the restricted pore water,a first-order differential equation of the dynamic active earth pressure on rigid retaining walls with submerged backfills in the translational movement mode under earthquake loads is set up by using the method of level-layer analysis.
基于Mononobe-Okabe假定,在合理考虑土体孔隙中受限水含量的基础上,利用水平层分析法推导了填土中有地下水时刚性挡土墙平移模式下的动主动土压力强度的一阶微分方程,并求得非线性分布解;探讨了地下水位、受限水含量、填土的内摩擦角、墙背的摩擦角和地震系数等参数对土压力强度分布、合力作用点高度以及倾覆力矩的影响。
6)  active (passive) earth pressure
主动(被动)土压力
补充资料:主动
①不靠外力促进而自动:主动关心同学。②能够由自己把握:争取主动。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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