基于物理力学机制区域滑坡稳定性评价方法综述  

Review of Regional Landslide Stability Evaluation Methods Based on Physical and Mechanical Mechanisms

作　　者：钱志冲 崔玉龙[1] 张柯月 QIAN Zhichong;CUI Yulong;ZHANG Keyue(School of Civil Engineering and Architecture,Anhui University of Science and Technology,Huainan,Anhui 232001)

机构地区：[1]安徽理工大学土木建筑学院,安徽淮南232001

出　　处：《四川地质学报》2025年第1期132-136,共5页Acta Geologica Sichuan

基　　金：台风暴雨诱发浅层土质滑坡的成因机制与时空预测方法研究(国家自然科学基金项目42277136)。

摘　　要：滑坡具有突发性、规模大和危害性大等特点。建立基于物理力学机制区域滑坡稳定性预测模型大致有三类:基于摩尔-库伦理论的无限斜坡模型与水文模型;纤维素六角土柱模型与水文模型;分组细胞柱稳定计算模型与水文模型。该文对模型的构建、模拟和评价等方面的研究进展进行了综述,对预测模型存在问题进行了分析讨论。Landslide has the characteristics of sudden occurrence,large scale and wide harm.There are three types of regional landslide stability prediction models based on physical and mechanical mechanisms:infinite slope model and hydrological model based on Moore-Coulomb theory;Cellulose hexagonal soil column model and hydrologic model;Grouping cell column stability calculation model and hydrologic model.In this paper,the research progress of model construction,simulation and evaluation are reviewed,and the existing problems of prediction model are analyzed and discussed.

关 键 词：物理力学机制 确定性模型 危险性评价 滑坡 模型分类 

分 类 号：P642.22[天文地球—工程地质学]