1) similar soil slope
类土质边坡
1.
Experimental research on behaviors of anchor in similar soil slope;
类土质边坡锚固特性的试验研究
2.
Analysis of failure process of similar soil slope with weak intercalated layer based on particle flow simulation;
基于颗粒元模拟的含软弱夹层类土质边坡变形破坏过程分析
3.
Now that the focus of freeway constructing is being shifted to mountain areas, many similar soil slopes of roadcut would be made.
随着高速公路建设向山区的转移，必然会出现大量路堑类土质边坡。
2) soiloid high side slope
类土质高边坡
3) soil-similar cutting slope
类土质路堑边坡
1.
The soil-similar cutting slope is one of the primary and important types of cutting slopes at present,its engineering properties are obviously different from the well-known soil slopes or rock slopes,so it\'s deformation and failure is the most difficult in geotechnical engineering.
为了解决在公路建设中遭遇的大量类土质路堑边坡的稳定性分析评价等问题,利用ANSYS有限元分析软件,结合有限元的强度折减理论,对类土质路堑边坡的失稳判据展开了研究。
4) soil slope
土质边坡
1.
Variation analysis of soil parameters of embankment s soil slope;
路堤土质边坡土性参数的变异性分析
2.
Discussion on design method of prestressed cable for soil slope;
土质边坡预应力锚索设计方法探讨
3.
Application of SLOPE/W in the stability analysis of soil slope;
SLOPE/W程序在土质边坡稳定性分析中的应用
5) soil side slope
土质边坡
1.
IIn combination with soil side slope design of branch project of eastern connection road of Kunming National Highway and through surveying the project geology along the project, the paper makes regression analysis of the relative relation of soil side slope stable slope height with slope angle.
结合昆明国道东连接线支线工程的土质边坡设计,通过工程沿线的工程地质调查,对土质边坡稳定坡高与坡角的相关关系进行了回归分析。
2.
To analyze briefly the general principle and habitual usage for the recent existing soil side slope,consider that retaining wall changed into.
简述现行土质边坡设计的一般原则和习惯做法 ,认为在边坡整体稳定满足要求时 ,将挡土墙改护坡 ,可缩短工期 ,取得较好经济效益。
6) landslide
[英]['lændslaɪd] [美]['lænd'slaɪd]
土质边坡
1.
Stability analysis of landslide considering seepage flow influence;
考虑地下水影响土质边坡施工的稳定性分析
2.
Stability analysis of landslide considering the rainwater infiltration influence;
考虑雨水入渗的土质边坡稳定性分析
补充资料：多种土质坝
采用两种以上筑坝材料筑成的土坝。坝体包括防渗料和各种透水料。防渗料置于坝体中间或上游，再按排水过渡原则分别设置由中间向上下游，或由上游向下游透水性逐渐增大的坝壳透水料(见图)。这种坝适用于当地具备几种筑坝材料（包括从建筑物开挖出来的石碴），且必须用两种以上材料才能满足数量要求的情况。
这种坝的优点：①可因地制宜充分利用包括石碴在内的当地各种筑坝材料；②土料用量比均质土坝少，因而施工受气候影响也相对小；③如防渗体设于上游，雨天可先填下游透水料争取工期；④坝内自防渗料起按由细到粗的排列过渡原则分区配置筑坝材料，有利于坝体排水，简化排水设施，使下游透水坝壳浸润线较低。如防渗体位于中间，当库水下降，上游透水坝壳的孔隙水迅速外排，上游坝坡可设计得比较陡。如防渗体位于上游，下游坝壳全为透水料，下游坝坡比较陡。综上所述，这种坝型比均质土坝节省工程量。其缺点是坝体由多种材料组成，工序复杂，施工干扰大。
这种坝的优点：①可因地制宜充分利用包括石碴在内的当地各种筑坝材料；②土料用量比均质土坝少，因而施工受气候影响也相对小；③如防渗体设于上游，雨天可先填下游透水料争取工期；④坝内自防渗料起按由细到粗的排列过渡原则分区配置筑坝材料，有利于坝体排水，简化排水设施，使下游透水坝壳浸润线较低。如防渗体位于中间，当库水下降，上游透水坝壳的孔隙水迅速外排，上游坝坡可设计得比较陡。如防渗体位于上游，下游坝壳全为透水料，下游坝坡比较陡。综上所述，这种坝型比均质土坝节省工程量。其缺点是坝体由多种材料组成，工序复杂，施工干扰大。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条