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降雨入渗作用下基底倾角对内排土场边坡变形的影响OA北大核心CSTPCD

The influence of base inclination on slope deformation of inner dump under rainfall infiltration

中文摘要英文摘要

为了研究降雨条件下基底倾角对排土场边坡稳定性的影响,根据朔州市某露天煤矿的实际情况,利用FLAC3D软件对排土场边坡进行同等雨强条件下不同基底倾角的数值模拟.结果表明:在降雨初期,排土场边坡表层的饱和度先快速增长并趋于非饱和的稳定值;随着降雨入渗至弱层和基岩交界处时,雨水在重力作用下向坡脚处堆积并导致坡脚处发生剪切破坏;随着基底倾角的增加,各监测点达到饱和或稳定状态出现明显的时间滞后效应,且位移量和应变增量的变化与基底倾角呈正相关关系.

In order to study the influence of basement inclination on the stability of the dump slope under rainfall conditions,accord-ing to the actual situation of Antaibao Open-pit Coal Mine,FLAC3D software was used to simulate the slope of the dump under the same rain intensity and different base inclination angles.The results show that in the early stage of rainfall,the saturation of the sur-face layer of the dump slope first grows rapidly and tends to the stable value of unsaturation,and when the rainfall infiltrates to the junction of the weak layer and bedrock,the rainwater accumulates at the slope angle under the action of gravity and leads to shear failure at the slope angle.With the increase of the basement inclination,the time lag effect occurred in each monitoring point when it reached saturation or steady state,and the displacement and strain increment were positively correlated with the substrate inclination.

王振伟;李元浩;韦永豪;黄科伟;姜海涛;程瑶

北方工业大学,北京 100144中岩矿科(北京)矿山工程技术研究院有限公司,北京 100043北京林业大学,北京 100091

矿山工程

内排土场边坡变形边坡稳定性FLAC3D流固耦合降雨入渗作用

inner dumpslope deformationslope stabilityFLAC3Dfluid-solid couplingrainfall infiltration effect

《煤矿安全》 2024 (006)

169-175 / 7

国家自然科学基金面上资助项目(51774184);北方工业大学毓优团队资助项目(107051360019XN134/017);北方工业大学科研启动基金资助项目(110051360002)

10.13347/j.cnki.mkaq.20231020

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