Improved Sarma method for computing slope stability in reservoir region

XIONG Jiang; WANG Tao; SHENG Qian

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Improved Sarma method for computing slope stability in reservoir region

更新时间：2026-06-25

- Improved Sarma method for computing slope stability in reservoir region
- Vol. 27, Issue 2, (2006)
- 作者机构：
  
  1. 北京勘测设计研究院,北京,100024
  2. 武汉大学水利水电学院,武汉,430072
  3. 中国科学院武汉岩土力学研究所,武汉,430071
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU457
- Online First：25 October 2013，
  
  Published：2006
- 稿件说明：
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XIONG Jiang, WANG Tao, SHENG Qian. Improved Sarma method for computing slope stability in reservoir region[J]. 2006, 27(2).
DOI：

XIONG Jiang, WANG Tao, SHENG Qian. Improved Sarma method for computing slope stability in reservoir region[J]. 2006, 27(2). DOI：

摘要

在研究Sarma法原理及其应用的基础上，针对库区蓄水后边坡的特点对传统的Sarma法做了改进。巧妙地将浮力应用在改进中，并将改进成果应用到某水电站左岸边坡倾倒蠕变岩体的稳定性评价中，简化了计算过程，取得满意的结果。

Abstract

Based on researching the principle and application of Sarma method

the traditional Sarma method has been improved considering the reservoir region slopes’ characteristic after storing water. Floatage is smartly added in calculation. Finally

the improved method has been applied to evaluating the stability of a creeping rocky slope at the left bank of Longtan Hydropower Station in China.

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