土工基础

›› 2016, Vol. 30 ›› Issue (4): 427-430.

• 工程实录 • 上一篇    下一篇

江西萍乡中学滑坡分析及治理方案

乐巧丽，杨雪强   

  1. （广东工业大学土木与交通工程学院，广州 510006）
  • 收稿日期:2015-08-09 出版日期:2016-08-20 发布日期:2016-08-26
  • 作者简介:乐巧丽（1991-），女，工学硕士研究生，主要研究分析为边坡工程。

Evaluation and Mitigation of a Landslide in Pinxiang Middle School, Jiangxi province

LE Qiaoli， YANG Xueqiang   

  1. (School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006)
  • Received:2015-08-09 Online:2016-08-20 Published:2016-08-26

摘要： 边坡失稳是一种多见但又复杂的灾害，常会给工农业生产及人民生命财产带来严重损失，边坡稳定性研究一直是岩土工程领域的经典课题和研究重点。以江西萍乡中学的滑坡为例进行分析研究，该滑坡和崩塌直接威胁着萍乡中学师生的生命安全。从边坡现场监测资料得知，萍乡中学的滑面形态呈折线型，选用“传递系数法”分析边坡稳定性，并提出了治理该滑坡的工程措施。

关键词: 滑坡, 崩塌, 传递系数法, 滑坡治理

Abstract: Landslide instability is a common but complicated as well as potentially disasters process. The study of landslide stability has been a classical subject in the field of geotechnical engineering. This article is based on a landslide of Pingxiang middle school. The shape of the landslide slide failure surface shape is segmental according to the monitoring data. Therefore, the transfer coefficient method is used to analyze landslide stability. In addition, this article also discusses some engineering measures to manage potential landslides.

Key words: Landsides, Collapses, Transfer coefficient Method, Landslide Mitigation