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某滑坡治理工程的数值模拟
引用本文:覃秀玲. 某滑坡治理工程的数值模拟[J]. 西北水电, 2009, 0(4): 11-14
作者姓名:覃秀玲
作者单位:成都理工大学环境与土木工程学院,成都,610059
摘    要:长期的地质作用使得天然形成的地表和地形,一般都处于稳定状态和具有相应的应力状态,并且都有一定的强度.介绍了滑坡工程的地质特征,并对原始滑坡进行了稳定性分析与评价.根据地层特征及城市周边现有环境,提出采用预应力锚索和钢筋混凝土梁相结合的防护方案.再用数值模拟校核滑坡支护后的稳定性.

关 键 词:滑坡工程  稳定性分析  数值模拟

Numerical simulation of a landslide control project
QIN Xiu-ling. Numerical simulation of a landslide control project[J]. Northwest Water Power, 2009, 0(4): 11-14
Authors:QIN Xiu-ling
Affiliation:College of Envioment and Civil Engieering;Chengdu University of Technology;Chengdu 610059;China
Abstract:Natural ground surface and topography formed by long-term geological action is generally stable and in corresponding state of stress,and has a certain intensity.This paper describes the geological characteristics of the landslide,analyzes and evaluates the stability of the original landslide.According to the strata characteristics and the existing environment around the city,a protection alternative of prestressed anchorage cables combined with reinforced concrete beam is proposed and the stability of suppo...
Keywords:slope engineering  stability analysis  numerical simulation  
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