1) soil level sideslope
土层边坡
1.
Combined with a handling side-slope project,it analyzes its geologic situations,introduces constructive method of handling soil level sideslope by anchor net jet,analyzes its economic effects,and points out that this technology is feasible and has obvious economic & periodic effects.
结合某边坡治理工程,对其工程地质情况作了分析,介绍了锚网喷治理土层边坡的施工方法,并对其经济效益进行了分析,指出锚喷技术治理土层边坡技术上可行,经济效益和工期效益明显。
2) loess slope
黄土边坡
1.
Method of neural network in the stability analysis of loess slopes;
黄土边坡稳定性分析的神经网络方法
2.
Experiment on soil pressure distribution model of loess slope supported by grillage supporting structure with prestressed anchor bar;
框架预应力锚杆支护黄土边坡土压力分布模型试验
3.
The application of Geo-Studio in loess slope;
Geo-Studio在黄土边坡中的应用
3) filling slope
填土边坡
1.
Based on the introduction of a destroyed filling slope, the slope stability is analyzed and evaluated, and the supporting scheme is studied applying the theory of ultimate bearing capacity and circle resistance.
在介绍一中型填土边坡破坏的基础上,对其稳定性进行了分析评价,并应用抗滑桩的极限承载理论和绕流阻力理论探讨了该边坡的支护设计,对该土质边坡,提出了一套具有一定参考价值和针对性的抗滑桩设计方案。
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) permafrost slope
冻土边坡
1.
A preliminary reliability evaluation of permafrost slope under freezing - thawing condition is studied, and the thoery and content are verified in practical engineering.
利用蒙特卡罗法的理论,把土性参数c、φ作为随机变量,应用FORTRAN语言编制了计算冻土边坡在冻结和融化过程的失效概率和可靠度的程序,对冻融过程边坡的可靠度评价进行了初步研究。
6) 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。
补充资料:土层
1.土地的表层。
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