格栅加筋土挡墙由面板、格栅和土体组成。
The geogrid reinforced soil retaining wall is composed of panel, geogrid and soil.
加筋土挡墙是原位拓宽的一种很好的方式。
Reinforced earth retaining wall is a good way to broaden in situ.
本文研究内容为刚性拉筋的条带式加筋土挡墙非线性有限元分析。
In this paper, a rigid striped reinforcement of reinforced earth-retaining wall is analysed by nonlinear finite element methods.
加筋土挡墙在其他破坏模式满足要求的前提下，不会发生倾覆破坏。
Overturn failure of the reinforced retaining wall is highly impossible if the stability requirements of other destructive modes have been satisfied.
加筋土挡墙被广泛应用于工程实践中，但目前用于河道围堰整治较少。
The reinforced earth retaining wall is widely applied to the engineering practice, but it is less done to harnessing riverway cofferdam.
实测数据表明，该加筋土挡墙结构具有良好的性能，并有相当的安全贮备。
The data show the wall has good status and fair safety factor.
加筋材料的刚度影响着加筋土挡墙的破坏形式，从而也就影响着其设计方法。
The rigidity of the reinforced material influences the failure mode of the reinforced earth wall, so it also affects the design method.
测试格栅加筋土挡墙面板后的土压力、加筋体后土压力、加筋土各分层土压力及地基应力等。
The earth pressures near the wall-plate, rear reinforced body and horizontal profile, the compression stress of the bottom, etc. are measured.
忽略填土与基底的摩擦系数和填土内摩擦角之间的互相关性，则加筋土挡墙的抗滑验算偏于危险；
The anti-slide reliability is reduced when the positive correlation among the friction coefficient between fill and ground and the friction angle of fill is applied.
参数敏感性分析表明，挡墙几何、填土及加筋的强度参数是影响加筋土挡墙屈服加速度的重要因素。
Sensitive analysis shows that the yield acceleration of the reinforced earth retaining walls is affected by wall geometry as well as strength of soil and reinforcements significantly.
通过对铁路加筋土挡墙在列车重复荷载作用下的室内模型试验和动力特性分析，得出了加筋土挡培在动力荷载作用下的一些重要动态响应参数。
Some important dynamic responsive parameters are worked out about the reinforced earth structure under the impelling loads of train by model tests and analysis of dynamic characteristics.
通过对铁路加筋土挡墙在列车重复荷载作用下的室内模型试验和动力特性分析，得出了加筋土挡培在动力荷载作用下的一些重要动态响应参数。
Some important dynamic responsive parameters are worked out about the reinforced earth structure under the impelling loads of train by model tests and analysis of dynamic characteristics.
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