›› 2017, Vol. 31 ›› Issue (6): 734-737.

• 工程实录 • 上一篇    下一篇

重庆市清溪场滑坡稳定性评价及发展趋势研究

刘荣灿,杨  洋,王显玖   

  1. (重庆华地工程勘察设计院,重庆 400042)
  • 收稿日期:2017-07-11 修回日期:2017-08-21 出版日期:2017-12-20 发布日期:2017-12-27
  • 作者简介:刘荣灿(1984-),男,工程师,研究方向为岩土工程与地质灾害。

Stability Evaluation of a Landslide in Qingxi, Chongqing City

LIU Rongcan, YANG Yang, WANG Xianjiu   

  1. (Chongqing Huadi Engineering Survey and Design Institute, Chongqing 400042)
  • Received:2017-07-11 Revised:2017-08-21 Online:2017-12-20 Published:2017-12-27

摘要: 针对重庆市涪陵区清溪场滑坡,在对该滑坡地质环境、变形特征、滑坡成因、诱发因素进行详细分析的基础上,认为该滑坡主要受强降雨、江水冲蚀、人类工程活动等多种因素组合作用,其顺向砂泥岩软弱结构面及前缘切割作用为该滑坡形成奠定基础,运用不平衡推力传递系数法对该滑坡在不同工况稳定性进行计算分析,得出滑坡在遇强降雨、库水位升降及人类工程活动时,稳定性降低,逐渐由稳定状态变为欠稳定状态,其计算结果可为滑坡防治方案提供重要依据。

关键词: 滑坡, 稳定性, 变形特征, 发展趋势, 防治方案

Abstract: This paper presents the comprehensive stability evaluation results of a landslide in Qingxi, Chongqing City. The site geological conditions, geotechnical properties, potential contributing and triggering factors were investigated in detail. It is concluded that the Qingxi landslide was the results of the combination actions of heavy precipitations, river erosion and human activities. The weak zone formed by the daylighting sandstonemudstone weak zones and the unloading at the front of the slide are the main triggering factors. The limit equilibrium analysis under various conditions indicate that the stability of the site slope under the adverse effect of the heavy rain, raise of reservoir water level and human activities was compromised and the stability state changed to instable. The analytical results provided the basis for the slope stability mitigation measures.

Key words: Stability Evaluations, Deformation Characteristics, Landslide Prediction, Mitigation Measures