土工基础

›› 2013, Vol. 27 ›› Issue (4): 47-50.

• 工程实录 • 上一篇    下一篇

四川达州某化工基地边坡稳定性分析与计算

宋旭   

  1. （贵州省有色金属和核工业地质勘查局地质勘测设计院,贵阳 550005）
  • 收稿日期:2013-04-15 出版日期:2013-08-20 发布日期:2013-08-27
  • 作者简介:宋旭（1975-），男，岩土工程工程师，研究方向为岩土工程与水文地质。

Stability Analysis for Slope No.3 at Sichuan Phosphorus-Sulfur-Chemical Plant in Dazhou

SONG Xu   

  1. (Geological Design and Investigation Institute,Non-Ferrous Metals and Nuclear Industry Geological Exploration Bureau of Guizhou,Guiyang,550005)
  • Received:2013-04-15 Online:2013-08-20 Published:2013-08-27

摘要： 瓮福达州磷硫化工基地3#边坡是建设场地人工形成的永久性高边坡，此类边坡在达州地区具有一定的典型性。本文针对3#边坡在人工开挖过程中可能产生的主要破坏形式进行稳定性分析与计算，并提出了整治措施方案。

关键词: 3#边坡, 岩体破碎, 稳定性, 分析与计算

Abstract: The Slope No 3 is a man-made permanent high slope at the Wengfu Phosphorus-Sulfur Chemical Plant in Dazhou.This slope is a typical way that created for the need of building construction site.The failure modes and their potential stability problems are analyzed in this paper.The instability mitigation measures are also recommended.

Key words: Slope No. 3, Broken Rock Masses, Slope Stability, Analyses and Evaluations