earth pressure 土压力 pressure coefficient 压力系数 coefficient of pressure 【建】 压力系数 passive Rankine pressure 被动朗肯土压力 horizontal earth pressure 水平土压力 pressure drop coefficient 压降系数 相似单词 passive a. 1.消极的,被动的 2.【语法】(动词形式)被动语态的 n.【语法】动词被动...
美 英 un.土压力系数;地压系数 英汉 un. 1. 土压力系数 2. 地压系数 例句
Sand (compacted in layers) =>K0 = 0.80; Soft clay (Ip = 30) =>K0 = 0.60; Hard clay (Ip = 9) =>K0 = 0.42; Undisturbed silty clay (Ip = 45) =>K0 = 0.57. sourcewww.linkedin.com/pulse/coefficient-earth-pressure-rest-k0-francesco-salvatore-onorio...
coefficient of active earth pressuredoi:10.1007/978-3-642-41714-6_32997coefficient of active earth pressure, earth pressure coefficient ● Erddruckbeiwert mSpringer Berlin HeidelbergDictionary Geotechnical Engineering/wrterbuch Geotechnik
Where: a is the coefficient of active earth pressure of wall fill, b is the distance between gravity and toe of the wall for the entire section, z is the role of active earth pressure of wall fill point. 翻译结果4复制译文编辑译文朗读译文返回顶部 ...
AvaUableonlineat.sciencedirect. corn ·一●’·:ScienceDirect MiningScienceandTechnology20(2010)0406-0410 MlNlNG SClENCEAND TECHNOLOGY .elsevier.com/locate/ jcumt Coefficientofearthpressureatrestfornormal, consolidatedsoils ZHAOXiaodong',,ZHOUGuoqing ,TIANQiuhong,KUANGLianfei' StateKeyLaboratoryof...
求翻译:Coefficient of earth pressure at rest是什么意思?待解决 悬赏分:1 - 离问题结束还有 Coefficient of earth pressure at rest问题补充:匿名 2013-05-23 12:21:38 静止土压力系数 匿名 2013-05-23 12:23:18 土压力系数的其余部分。 匿名 2013-05-23 12:24:58 地球压力系数休息 匿名 ...
5) 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 ...
2) coefficient of passive earth pressure(Kp) 被動土壓係數3) coefficient of earth pressure at rest(Ko) 靜止土壓係數4) Pore pressure coefficient 孔隙壓力係數5) Passive earth pressure 被動土壓力6) coefficient of bearing caoacity 承載力係數...
The widely used Jaky coefficient of earth pressure at rest, K0, is revisited. It is demonstrated that this coefficient was derived from an analysis of the stress state in a sand prism that yields an unrealistic stress field. It is also surprising that the at rest stress state is represented...