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基于MIDAS GTS NX软件的高寨下边坡支护工程稳定性分析

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以连平县东罗村高寨下滑坡地质灾害治理工程为例,采用MIDAS GTS NX软件计算稳定性,对比分析了支护前后边坡的塑性区云图、x方向应变云图、边坡稳定安全系数及最大总位移。研究表明,抗滑桩支护边坡后,边坡的塑性应变、塑性变形区域面积均减少;抗滑桩能够有效抑制土体形变,降低了坡体出现剪切破坏且从坡脚位置滑出的可能性;抗滑桩能有效提高边坡稳定安全系数,有效限制了边坡最大总位移。
Stability Analysis of Slope Support Engineering in Gaozhaixia Based on MIDAS GTS NX Software
In this paper,based on the Gaozhaixia landslide geological disaster control project in Dongluo village,Lianping county,MIDAS GTS NX software is used to calculate the stability of the slope,and the plastic zone cloud map,x direction strain cloud map,slope stability safety factor and maximum total displacement are compared and analyzed before and after the support.The results show that the plastic strain and the area of plastic deformation of the slope are reduced after the anti-slide pile supports the slope.The anti-slide pile can effectively restrain the soil deformation and reduce the possibility of shear failure and sliding out from the slope foot.Anti-slide pile can effectively improve the safety factor of slope stability and limit the maximum total displacement of slope significantly.

slope supportanti-slide pilestability analysisfinite element numerical simulationstability safety factor

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广东省核工业地质调查院,广州 510800

边坡支护 抗滑桩 稳定性分析 有限元数值模拟 稳定安全系数

2024

中国资源综合利用
徐州北矿金属循环利用研究所 中国物资再生协会

中国资源综合利用

CHSSCD
影响因子:0.358
ISSN:1008-9500
年,卷(期):2024.42(9)