首页|基于数值模拟的青杆林滑坡稳定性分析及评价

基于数值模拟的青杆林滑坡稳定性分析及评价

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滑坡是一种易发的地质灾害,会对自然环境、工程建筑等造成重大的破坏;开展对滑坡稳定性分析的研究是十分必要的.文章以自贡荣县青杆林滑坡为对象,在通过对滑坡现场调研的基础上,分析滑坡的变形破坏机制,并使用Geo-Studio进行数值模拟,对其滑坡稳定性进行分析与评价.研究结果表明:青杆林滑坡在自然条件下属于基本稳定的状态,不易产生大规模的整体滑动变形,而在受到强降雨等不利因素的作用下,坡体的稳定性将进一步降低,易使滑坡处于欠稳定状态,从而失稳破坏.
Stability analysis and evaluation of Qingganlin landslide based on numerical simulation
Landslide is a kind of common geological hazard that can cause significant damage to natural environments and engineering structures.It is necessary to conduct research on the stability analysis of landslides.Taking the Qingganlin landslide in Rong County,Zigong as the object,based on the field investigation of the landslide,the deformation and failure mechanism of the landslide was analyzed,and numerical simulation was conducted using Geo-Studio to analyze and evaluate its stability.The research results show that the Qingganlin landslide is basically stable under natural conditions and is not prone to large-scale overall sliding deformation.However,under the influence of adverse factors such as heavy rainfall,the stability of the slope will further decrease,which can easily make the landslide unstable and eventually lead to instability and failure.

landslidedeformation mechanismstability analysisGeo-Studio

刘书宏、刘洪、杨何

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成都大学建筑与土木工程学院,四川 成都 610106

四川省第十二地质大队,四川 宜宾 644002

滑坡 变形机制 稳定性分析 Geo-Studio

2025

山西建筑
山西省建筑科学研究院

山西建筑

影响因子:0.714
ISSN:1009-6825
年,卷(期):2025.51(1)