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1)  new compound steel-adding belt
新型复合加筋带挡土墙
2)  reinforced earth retaining wall of new type straps
新型拉筋加筋土挡土墙
1.
Therefore,test and research on subgrade treatment of cataclastic expansive rock,retaining and protection of high cut slope in crushing and weak rock,and new retaining structure types of high embankment slope,such as piles-plate wall of prestressed anchor wire,reinforced earth retaining wall of new type straps,are conduc.
对此,开展了碎 裂膨胀岩路基边坡处理、破碎软岩路堑高边坡挡护和路堤高边坡新型支挡结构(锚拉式桩板墙,新型拉筋加筋土挡土墙)等项结合工程的科研试验,取得突出成果,为南昆铁路的顺利建成和安全运营提供了科学依据。
3)  reinforced retaining wall
加筋土挡墙
1.
Design of geotextile-reinforced retaining wall on weak foundation;
软弱地基土工织物加筋土挡墙设计
2.
Experimental study on reinforced retaining wall by artificial textile on super-soft soil foundation;
超软地基上土工布加筋土挡墙的试验研究
4)  reinforced earth wall
加筋挡土墙
1.
Field study and analysis of reinforced earth wall for expansive soils;
膨胀土加筋挡土墙现场试验研究与分析
2.
Based on the reinforced earth wall project of a transformer substation,field test was conducted.
结合某变电站基础工程,对膨胀土加筋挡土墙开展了一系列的现场试验研究。
5)  reinforced retaining wall
加筋挡土墙
1.
Limit analysis and centrifuge model tests of reinforced retaining wall;
加筋挡土墙的极限分析方法及离心模型试验验证
2.
A finite difference software(FLAC 3D) was used to carry on numerical simulation of reinforced retaining wall which had engineering observed data.
应用有限差分软件FLAC 3D对有实测工程资料的加筋挡土墙进行数值模拟,在数值模拟的基础上通过改变加筋的加筋挡土墙来研究加筋长度对挡土墙工作性态的影响,通过模拟分析表明挡墙面板侧向位移及加筋层拉应力随着加筋长度的增加而减小,且筋材的最大拉应力集中在加筋挡土墙的底部,可能剪切破坏面随着加筋长度的增加而向远离面板的方向移动。
3.
The author introduces the constructing technique of reinforced retaining wall,compares its economic benefits with the traditional rolled earth fill dam construction method,and put forward some notices in the construction of reinforced retaining wall.
着重介绍了加筋挡土墙的施工工艺,对加筋挡土墙施工方法与传统碾压式土坝施工方法进行了经济效益比较,说明了加筋挡土墙施工的优点。
6)  reinforced soil retaining wall
加筋土挡墙
1.
Research actuality and prospect of reinforced soil retaining wall;
加筋土挡墙研究现状及展望
2.
Application of reinforced soil retaining wall in municipal highways
加筋土挡墙在市政道路中的应用
3.
The potential failure surface of the reinforced soil retaining wall(RSRW) is the connection line of the points where layers of reinforcement have the maximal pull,its rational addressing is the pivotal problem for structural calculation of RSRW.
加筋土挡墙的潜在破裂面为筋带最大拉力点的连线,其合理确定是加筋土挡墙结构设计的关键。
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