院报 ›› 2016, Vol. 33 ›› Issue (9): 52-56.DOI: 10.11988/ckyyb.20151082

• 工程安全与灾害防治 • 上一篇    下一篇

浅层滑坡治理的新思路——以打尔勒克滑坡为例

黄细超1,任光明1,姚晨辉1,李源亮1,杨磊2,刘彬2   

  1. 1.成都理工大学 地质灾害防治与地质环境保护国家重点实验室,成都 610059;
    2.四川省地质调查院,成都 610081
  • 收稿日期:2015-12-17 修回日期:2016-01-11 出版日期:2016-09-25 发布日期:2016-09-22
  • 作者简介:黄细超(1992-),男,四川资中人,硕士研究生,主要从事岩土工程稳定性及工程环境效应等方面的研究,(电话)18200292021(电子信箱)845024355@qq.com。

New Idea of Shallow Landslide Treatment: Taking the Derleck Landslide as an Example

HUANG Xi-chao1, REN Guang-ming1, YAO Chen-hui1, LI Yuan-liang1, YANG Lei2, LIU Bin2   

  1. 1. State Key Laboratory of Geo-hazard Prevention and Geo-environment Protection, Chengdu University of Technology, Chengdu 610059, China;
    2 . Geology Investigation Institute of Sichuan Province, Chengdu 610081, China
  • Received:2015-12-17 Revised:2016-01-11 Online:2016-09-25 Published:2016-09-22

摘要: 浅层滑坡的诱发主要是受强降雨和人类工程活动的影响,其治理工程一般较为简单,多为削坡、重力式挡墙、锚杆等方法,这些方法不仅成本高,而且影响生态环境。从民生角度出发,提出一种因地制宜的浅层滑坡治理思路,将金土地工程与加筋挡土墙相结合,运用于山区浅层滑坡的治理中,一方面可以整改居民的土地使用问题,另一方面又可以达到治理浅层滑坡的目的,因而该治理思路有良好的参考价值,为今后浅层滑坡的治理提供参考方法。

关键词: 浅层滑坡, 滑坡治理, 金土地工程, 加筋挡土墙, 稳定性

Abstract: Shallow landslide is mainly induced by heavy rainfall and human engineering activities, and generally its treatment is simple, mostly in forms of cutting slope, gravity retaining wall, anchor and so on. These methods are costly and also have impacts on ecological environment. From the perspective of people's livelihood, we put forward a measure of shallow landslide treatment suitable for local conditions. We combine the reinforced retaining wall with the “Golden Land Project”, a land reform project beneficial to the people, and apply it to the shallow landslide treatment in mountain areas. On the one hand, the lands of the local residents can be rectified and reformed, and on the other hand, the goal of treating shallow landslide can be achieved. The treatment idea offers a reference for shallow landslide treatment in the future.

Key words: shallow landslide, landslide treatment, golden land project, reinforced retaining wall, stability of landslide

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