摘要
通过分析某公路隧道进口滑坡的地质环境及其成因机理,计算了该滑坡的稳定性,并建立了有限元模型,对滑坡治理措施进行了数值模拟,研究结果表明,采用门式抗滑桩等结构措施治理该滑坡技术可行,对类似工程治理具有一定参考意义。
According to the analysis of the geological environment of some landslide at some road tunnel entrance and its mechanism,calculates stability of the landslide,establishes the finite element model,undertakes the numeric simulation of the landscape treatment measures,and proves by the research result that the treatments such as the gantry-anti-slide pile is feasible,so it provides some reference for the engineering treatment.
出处
《山西建筑》
2017年第2期84-86,共3页
Shanxi Architecture
关键词
滑坡
数值模拟
抗滑桩
稳定性
landslide
numeric simulation
anti-slide pile
stability
