Research of strength characteristic of landslide slip and revised counter calculation method

ZHENG Ming-xin

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Research of strength characteristic of landslide slip and revised counter calculation method

更新时间：2026-06-25

- Research of strength characteristic of landslide slip and revised counter calculation method
- Vol. 24, Issue 4, (2003)
- 作者机构：
  
  1. 河海大学岩土工程研究所,南京,210098
  2. 华东交通大学道桥与岩土工程研究所,南昌,330013
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU472;P642.22
- Online First：19 August 2014，
  
  Published：2003
- 稿件说明：
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ZHENG Ming-xin. Research of strength characteristic of landslide slip and revised counter calculation method[J]. 2003, 24(4).
DOI：

ZHENG Ming-xin. Research of strength characteristic of landslide slip and revised counter calculation method[J]. 2003, 24(4). DOI：

摘要

通过分析滑坡不同发育阶段及不同滑带部位滑带土的强度特征，论述目前使用的滑带土强度反算法的基本原理和适用条件，进而提出了结合滑坡状态来综合确定滑带土强度的修正方法，指出它是获取滑带土强度参数的有效方法之一。

Abstract

A revised counter calculation method for determining parameters of strength of landslide slip soils that integrates the counter calculation method with the data of experiment is put forward. First

the different developing stage of landslide and the strength characteristic of different segment slip of landslide are analyzed and studied. Then

on the basis of analyzing the principle of counter calculation method

the suitable situation of counter calculation method is discussed. Finally

a revised calculation method of strength of landslide slip

which is an effective method for obtaining the parameters of strength

is presented.

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