首页|基坑边坡土钉墙支护效果研究

基坑边坡土钉墙支护效果研究

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[目的]基坑边坡放坡开挖过程中易产生破坏,对基坑边坡进行支护以保证工程安全施工具有重要意义,因此有必要对土钉墙支护效果进行研究.[方法]以福州市某基坑工程为研究对象,构建该基坑边坡三维网格模型,采用有限差分法计算该边坡在未采用土钉墙支护和采用土钉墙支护两种情况下的稳定性系数和位移量.[结果]未采用土钉墙支护时,该边坡在天然工况和暴雨工况下的稳定性系数分别为0.85和0.73,边坡最大位移量分别为112.5 mm和125.8 mm;采用土钉墙支护后,稳定性系数分别为1.31和1.24,最大位移量分别为27.8 mm和28.0 mm.[结论]土钉墙支护显著减少了坡体位移量,提升了边坡的整体稳定性.
Research on the Effect of Soil Nail Wall Support for Pit Slopes
[Purposes]Since it is easy to cause damage during the excavation of foundation pit slope,to support the foundation pit slope is of great importance to ensure the safe construction of the project.Therefore,it is necessary to study the effect of soil nailing wall support on slope stability.[Methods]Tak-ing a foundation pit project in Fuzhou as the research object,this paper constructed a three-dimensional grid model of the slope of the foundation pit,and used the finite difference method to calculate the stabil-ity and displacement of the slope without soil nail support and with soil nail support.[Findings]The sta-bility coefficients of the slope under natural condition and rainstorm condition were 0.85 and 0.73,and the maximum slope displacements were 112.5 mm and 125.8 mm,respectively,without soil nail wall sup-port;the stability coefficients of the slope under soil nail wall support were 1.31 and 1.24,and the maxi-mum displacements were 27.8 mm and 28.0 mm,respectively.[Conclusions]Soil nail wall support sig-nificantly reduces the slope displacement and improves the overall stability of the slope.

foundation pit slopesoil nail wall supportslope stabilityslope displacement

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广东顺协工程勘察有限公司福建分公司,福建 泉州 362000

基坑边坡 土钉墙支护 边坡稳定性 坡体位移

2024

河南科技
河南省科学技术信息研究院

河南科技

影响因子:0.615
ISSN:1003-5168
年,卷(期):2024.51(17)