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1)  preembedded soil-nail retaining wall
预埋式加筋挡墙
2)  reinforced retaining wall
加筋挡墙
1.
With the application and study on the reinforced retaining wall in highway construction,the study of the reinforced mechanism and the mechanics response of the reinforced retaining wall are paid more attention.
随着加筋挡土结构在我国公路建设中被广泛研究和应用,加筋挡墙的加筋机理及其力学响应分析越来越引起重视。
2.
This paper studies the reinforcing mechanism of geotextile with the aid of centrifugal modelling test and FEM as well as practical application of geotextile to reinforced retaining walls.
从土工织物加筋挡墙的离心模型试验,有限元法分析以及实际工程运用三个方面来研究其加筋机理;用有限元法对试验模型进行了分析研究,并将墙顶沉降,墙面侧位移以及土工织物上最大拉力点连线的试验和计算结果进行了对比,从而检验了计算中的假设;工程实例分析,所得结果与实测结果较吻合,从而进一步探讨了土工织物的加固机
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。
补充资料:83式152毫米履带式自行加榴炮

83式152毫米履带式自行加榴炮是中国陆军现役装备的大口径自行压制兵器。该炮曾在1984年以来的数次国庆阅兵中“抛头露面”,备受世界各国关注。其战斗全重29.5吨,最大射程17.2千米,配备杀伤爆破榴弹和发烟弹,它也可发射激光制导炮弹。乘员5人。车内装有半自动装填系统,最大射速为5发/分钟。值得一提的是,83式152毫米自行加榴炮采用的底盘是专门设计的,其特点是地面附着力大,射击稳定性好。目前,该底盘已成为中国陆军自行火炮的通用底盘。

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