coulomb土压力理论的两种解法985主动土压力计算结果与coulomb解答的对比tablecalculatedresultsactiveearthpressurecoulomb本文解coulomb荷载泛函取极值时的必要条件得出了土体沿平面滑动破坏的结论可以认为此研究是coulomb理论的扩展但计算结果仍是建立在土体沿平面破坏的0704070410066206621006350635049004902010044704472004270427033303333035被动...
Influence of drainage condition on Coulomb-type active earth pressure[J] . Jun-Jie Wang,Fu-Chen Liu,Chun-Lou Ji.Soil Mechanics and Foundation Engineering . 2008 (5)WANG J.J., LIU F.C., JI C.L., Influence of drainage conditions on coulomb-type active earth pres- sure, Soil Mech. &...
4) Coulomb's earth pressure theory 库仑土压力理论 5) coefficient of coulumb's active earth pressure 库仑土压力系数 6) Coulomb soil pressure model 库仑土压力模型 补充资料:土压力 土体作用于挡土结构物上的侧压力。挡土结构物通常包括边坡挡土墙、桥台、码头板桩墙和基坑护壁墙,等等。研究土压力主要是研...
70 percent of the Coulomb active earth pressure for most conditions (Gässler and Gudehus, 1981).选择语言:从 到 翻译结果1翻译结果2 翻译结果3翻译结果4翻译结果5 翻译结果1复制译文编辑译文朗读译文返回顶部 大多数情况下库仑主动土压力(gässler和gudehus,1981年)的70%。 翻译结果2复制译文编辑译文...
1) Coulomb earth pressure 库仑土压力 1. Analytical solution ofCoulomb earth pressureon retaining wall by genetic algorithm 挡土墙库仑土压力的遗传算法求解分析 更多例句>> 2) Coulomb's earth pressure theory 库仑土压力理论 3) coefficient of coulumb's active earth pressure ...
采用非线性Ｍｏｈｒ－Ｃｏｕｌｏｍｂ破坏准则计算 孔隙水影响下的主动土压力 汤宇１∗ꎬ杨维１ꎬ张标２ꎬ鲁晓明１ꎬ刘翔１ꎬ戴亚军３ꎬ蒋瑾４ (１.中铁五局集团第一工程有限责任公司ꎬ湖南长沙４１０１１７ꎻ２.湖南科技大学土木工程学院ꎬ湖南湘潭４１１２０１ꎻ ３.长沙市轨道交通集团有限公司ꎬ...
[translate] aso I can plan to see you 如此我可以计划看您 [translate] aKey words: Earth pressure, Coulomb's solution, Dubrova's method, FEM, soil-structure interaction, retaining wall. 关键词: 接地压力,库仑的解答, Dubrova的方法, FEM,土壤结构互作用,护墙。 [translate] ...
some simplifications of coulomb's active earth pressure theory ingold, t s ground engng, v11, n4, may 1978, p23–24, 42 7~ Geomechanics Abstracts General 78~001 RESEARCH IN ROCK MECHANICS IN SOUTH AFRICA Dally, J W College Park: Marylani Univ Photomechanlcs Lab report, July 1977, 26P...
In order to solve the problem that it is dangerous to adopt Belinzantzev's active earth pressure based on the Hal- Kamen assumption in engineering, a hoop compressive stress coefficient is introduced to revise the above assumption. Through the elastic-plastic analysis of the surrounding rock of ...
Long before the analysis of Rankine the French scientist Coulomb presented a theory on limiting states of stress in soils (in 1776), which is still of great value. The theory enables to determine the stresses on a retaining wall for the cases of active and passive earth pressure. The method...