sloping ground meaning in Chinese
倾斜地面
Examples
- The equipment should be placed on support tray or on flat surfaces and padded on both sides , beforte installation , thus avoiding hem from rolling because of wind or sloping ground
安装前应放在托架上或放在平整地面上，两侧垫实，防止因风力或地面倾斜而产生滚动。 - Catastrophic damages to structure can be made by lateral permanent displacement , namely large ground displacement , on gently sloping ground induced by liquefaction of saturated soil deposits during earthquake , which is the main type of seismic damages of highways , railways , bridges , docks , embankments , buildings , underground structures and lifeline engineering in liquefied area . in recent ten years , studies on the new type of failure made by liquefaction have been carried out
地震过程中由于饱和砂土液化诱发的小坡度地面侧向永久位移即地面大位移对结构的破坏，是液化区公路、铁路、桥梁、码头、堤坝、房屋、地下结构与生命线工程震害的主要形式之一，近十几年来，人们越来越重视对这种新的液化破坏形式的研究。 - In this paper , a numerical simulation is conducted , which is based on the test data of the model experiment of sloping ground with the help of the marc program . when the bearing capacity characters of level ground and the foundations adjacent to or above slopes are analyzed , the effect is considered , which includes deformation moduli , density , poisson ratio , angle of internal friction , stress - strain relationship , slope angle , relative distance from the edge of slopes and relative depth of footings
本文利用斜坡地基模型试验的试验数据，用marc软件进行了斜坡地基模型试验的数值模拟，分析了平地地基、临坡地基和斜坡地基的承载力特性，研究了变形模量、容重、泊松比、内摩擦角、应力应变特性、斜坡坡度、基础的相对坡顶距及其相对埋深等因素对斜坡地基承载力性能的影响。 - Based on the theory of limit equilibrium and limit analysis approaches , a new calculation module is presented to study the fracture mechanism of foundations adjacent to or above slopes , which can consider the effect of ascent of fill section at the back of slopes . in the calculation of the ultimate bearing capacity of sloping ground with program written , the mobilization factor of the fill section at the back of the sloping ground in different conditions is gained . and , the bearing capacity factors and mobilization factor can be used in theory analysis and design of sloping ground
为了研究斜坡地基的破坏机理，本文还利用极限平衡法和极限分析法建立了一个新的能考虑坡后土体坡度影响的斜坡地基的计算模式，通过编程对斜坡地基的极限承载力进行了计算，得出了不同地基情况下的斜坡地基坡后土体的发挥系数，得到的斜坡地基的承载力系数和发挥系数可用于斜坡地基的理论分析和设计当中。