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挡土墙

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Steel rod ends are connected with the lateral plane and end-plate connections anchored by steel rod and prestressed,Fill in the anchor buried on the friction plate to maintain the stability of the retaining wall support mechanism.

钢拉杆外端与墙面板连接面内端与锚定板连接,通过钢拉杆并施加预应力、依靠埋置在填料中的锚定板提供的摩擦阻力来维持挡土墙的稳定的支护机理。

Finite element analyzed for prestressed anchor rod wall has been carried out, and the function of prestressed has been discussed.

建立了预应力锚杆挡土墙的有限元计算模型,分析了预应力的作用。

The reliability of anchor rod tension resistance design of the anchored sheet-piling is studied in this paper.

戴建国 ,闫强刚该文研究了粘性土中锚杆板桩挡土墙锚杆抗拉力设计的可靠性问题。

First of all text review know clearly reinforced earth develop history, the point of the introduce know clearly geotextile reinforcement stuff very reinforced earth, the collapse mode of the summarize geotextile reinforced earth breast wall,anslyses actuality of design philosophy and calculation method in the reinforced earth, both indicate they respective point and open question.

首先本文回顾了加筋土的发展历史,介绍了土工布加筋材料及其加筋土的特点,总结了土工布加筋土挡土墙的破坏形式,并分析了加筋土的设计理论和计算方法的现状,指出了它们各自的特点和存在的问题。

As a new type of retaining wall in highway engineering,gabion retaining wall is being utilized in more and more engineering projects because of its lower cost,good zoology,wide application scope,flexible distortion,etc.

石笼挡土墙作为一种新型的挡土结构,以其造价低、生态性好、适用范围广、柔性变形好等特点在越来越多的工程中得到了广泛应用。

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。

They can calculate the earth pressure of each movement magnitude, and they can avoid getting lower earth pressure using Coulombs solution that will lead to decrease the safety of the structures in design.

采用考虑墙体位移模式和位移量的土压力计算方法能较好地反映挡土墙实际工作条件下的位移情况,并且能计算任意墙体位移下挡土墙上的土压力,避免了采用库仑主动土压力理论计算得到土压力偏小而使设计安全度降低的缺点。

In reservoir design one sometimes meets with submerged structures, such as the underwater retaining wall, the foundation-rested immersed, plate which connects shore to intake-tower, the half-submerged navigation-guiding plate, a strut plate positioned midway in water depth, and also a diversion wall from shore.

在实际工程中,有时遇到某些建筑物是潜没在水中的,如水库水面以下的挡土墙和水库进水塔与岸边连接的撑墙;又有时遇到挡水建筑物与基础脱离,如水库中的导航板;另外还有一些既潜没在水面以下又与基础脱离的建筑,如水中撑板;还有岸边的平板。

By element analysis, we realized that the prestressed anchor rod wall can control the horizontal displacement better than the anchor rod wall, we advanced the distribution of the axial force of bonded zone.

指出预应力锚杆挡土墙较锚杆挡土墙能更好地控制边坡的水平位移,得到了预应力锚杆轴力分布的特点。

At present light thin plate retaining wall is a very popular retaining structure. So its engineering quality and healthiness of the existing structures are very important to ensure the safety stability of infrastructure and security of lives and possession.

轻型薄板挡土墙是目前应用较为广泛的一种支挡结构,其工程质量及在役结构的健康运行对保证基础设施的稳定与人民生命财产的安全具有重要的意义。

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