Statistical analysis method of taking value for shear strength parameters of soil mass

LIN Lu-sheng; JIANG Gang; BEI Shi-wei; LIU Zu-de

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Statistical analysis method of taking value for shear strength parameters of soil mass

更新时间：2026-06-25

- Statistical analysis method of taking value for shear strength parameters of soil mass
- Vol. 24, Issue 2, (2003)
- 作者机构：
  
  1. 南京工业大学土木工程学院,江苏,南京,210009
  2. 中国科学院武汉岩土力学研究所,湖北,武汉,430071
  3. 武汉大学水利水电学院,湖北,武汉,430072
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU41
- Online First：19 August 2014，
  
  Published：2003
- 稿件说明：
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LIN Lu-sheng, JIANG Gang, BEI Shi-wei, et al. Statistical analysis method of taking value for shear strength parameters of soil mass[J]. 2003, 24(2).
DOI：

LIN Lu-sheng, JIANG Gang, BEI Shi-wei, et al. Statistical analysis method of taking value for shear strength parameters of soil mass[J]. 2003, 24(2). DOI：

摘要

讨论了残积土边坡强度参数的取值，对某残积土边坡的土工试验资料进行了统计，分析了c、φ参数在边坡不同部位的特点，通过对边坡稳定计算中多组参数的反分析，提出了符合边坡实际状态强度指标的取值方法。

Abstract

The method of taking value for the strength parameter of residual soil slope is discussed. Based on the testing data of a real residual soil slope

the characteristic parameters c and φ in the different position of slope have been analysed statistically. By way of many teams parameter back analysis in the stability analysis of slope

a method of taking value from which the strength parameter has fit to the real state index of the slope

has been put forward.

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