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FLAC3D在边坡数值分析及位移监测中应用
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辽宁有色勘察研究院,辽宁有色勘察研究院 辽宁 沈阳,辽宁有色勘察研究院 辽宁 沈阳

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P642.2


Application of FLAC3D in Landslide Numerical Analysis and Displacement Monitoring
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Shenyang Design and Research Institute, Sino-coal Engineering Droup,Shenyang Design and Research Institute, Sino-coal Engineering Droup,Shenyang Design and Research Institute, Sino-coal Engineering Droup

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    摘要:

    以辽宁省岫岩县某山头边坡为例,通过槽探、钻探、大型剪切试验等多种手段,找出合理潜在滑动面。利用FLAC3D软件对该边坡进行三维数值模拟,分析应力应变关系,得出变形较大及应力集中区域,同时利用强度折减法得出边坡的安全系数,评价其稳定性。将从边坡后缘张拉裂隙上布设的位移监测点采集到的数据,与数值模拟结果进行对比分析,验证数值模拟的可靠性,为边坡抗滑设计提供依据。

    Abstract:

    Take a mountain side slope in Xiuyan County of Liaoning Province as an example, the potential sliding surface is found out with trenching, drilling and large-scale shear tests. 3D numerical simulation is made on the side slope with FLAC3D software to analyze the relationship between stress and strain in order to determine the area with large deformation and stress concentration; meanwhile by using strength reduction method to draw safety factor of the landslide and evaluate its stability. Comparing the data obtained in the deformation monitoring points arranged at the tensioning fractures on the back edge of the slope with the numerical simulation results, the reliability of the numerical simulation can be verified to provide the basis for the anti-sliding design of the side slope.

    参考文献
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    [2] 王振勉,易武,孟召平等.FLAC3D在滑坡数值分析及监测预警设计中的应用[J].地下空间与工程学报,2006,2(8):1477-1480.Application of Flac3D in Landslide Computational Analysis and Design of Monitoring and Predicting[J].Underground Space and Engineering,2006,2(8):1477-1480.
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引用本文

张颖,孙兆涛,裴仲文. FLAC3D在边坡数值分析及位移监测中应用[J].钻探工程,2018,45(3):57-61.
ZHANG Ying, SUN Zhao-tao, PEI Zhong-wen. Application of FLAC3D in Landslide Numerical Analysis and Displacement Monitoring[J]. Drilling Engineering, 2018,45(3):57-61.

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历史
  • 收稿日期:2017-12-22
  • 最后修改日期:2018-01-31
  • 录用日期:2018-02-07
  • 在线发布日期: 2018-04-25
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