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黄土坡滑坡区临江崩滑堆积体深层稳定性探讨

DEEP STABILITY INQUIRY OF RIVERSIDE SLUMPING CONGERIES IN HUANGTUPO LANDSLIDE ZONE

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【作者】 杨世松;

【Author】 Yang Shisong (Hubei Investigation Designing Institute of Geological Hazard Prevention Engineering)

【机构】 湖北省地质灾害防治工程勘查设计院;

【摘要】 黄土坡滑坡区在库区蓄水影响下,临江崩滑堆积体不仅存在浅层滑移与库岸坍塌,而且存在沿基岩面的深层滑移,特别是其深层稳定性是该滑坡地质灾害防治的关键。

【Abstract】 In Huangtupo landslide zone, there are not only superficial - layer slippage and reservoir bank collapse but also deep - layer slippage along the base rock surface in the influence of water storage of reservoir area. Especially deep stability is the key of geological hazard prevention in the Huangtupo landslide zone. Through the comprehensive analysis of investigation and test data and parts of research achievement, this paper gives some understandings to deep stability of riverside slumping congeries.

  • 【文献出处】 湖北地矿 ,Hubei Geology & Mineral Resources , 编辑部邮箱 ,2002年04期
  • 【分类号】P642.22
  • 【被引频次】5
  • 【下载频次】152
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