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首页> 外文会议>International Conference on Advances in Energy, Environment and Chemical Engineering >Characteristics and Mechanism of Bedding Rock Slope Failure: A Case Study on No.5 Slope at Wutai-Yuxian Expressway
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Characteristics and Mechanism of Bedding Rock Slope Failure: A Case Study on No.5 Slope at Wutai-Yuxian Expressway

机译：床上用品岩石边坡故障的特点及机制 - 以乌泰 - 玉县高速公路的第5个坡度为例

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摘要

It is found by engineering geological exploration that No.5 slope in Wutai-Yuxian expressway is typical dip slope forming in ancient gneiss terrain. We conclude that slope deformation and failure mainly result from the gneiss and mica schist constituting the slope and the heavy precipitation in construction period. Besides, the insufficiency of geological exploration in revealing the complex geology and the deficiency of designation and constructing in preventing and controlling geohazards are the engineering factors causing landslide in No.5 slope. Slope cutting and reinforcement, draining and cutting off the surface water, and enhancing the displacement monitoring for potential sliding surface may serve as a reference for construction and supporting designation of deep cutting slope in this area as well as for constructing slope engineering in the areas sharing similar geology with this area.
机译：由工程地质勘探发现，五泰 - 玉仙高速公路的第5位坡度是古老的脾脏地形中典型的倾角倾斜。 我们得出结论，坡度变形和失败主要是由植入坡度和施工期间重度降水的锭剂和云母片圈引起的。 此外，地质勘探的不足揭示了复杂地质和指定缺乏，防治和控制地质血露嗪的构建是导致5号坡度滑坡的工程因素。 坡度切割和加固，排出和切断表面水，增强潜在滑动表面的位移监测可以作为该领域深切割坡度的构造和支撑指定的参考，以及在分享区域中构建坡度工程 与该地区的类似地质。

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