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开采扰动作用下多弱层边坡蠕变变形规律研究

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为研究赋存多个软弱夹层的露天矿边坡在开采前后的蠕变变形问题,本文采用FLAC3D数值模拟软件,基于能够描述岩土体弹塑性偏量特性和弹塑性体积行为的Cvisc蠕变本构模型,研究了露天矿现状边坡在受到开采扰动作用后多弱层边坡的蠕变变形规律.研究结果表明:现状边坡开采前,由于软弱地层受到上部坡体自重的影响,上部坡体发生沿软弱地层向临空区的匀速蠕变变形,在软弱地层处存在较小范围的拉剪破坏,边坡整体处于稳定状态;当现状边坡受到开采扰动后,由于应力重分布导致坡体内部软弱地层产生变形,并在软弱地层集中的背斜及煤层顶板的弱层处出现塑性区,形成新的潜在滑体;随着开采的逐步推进以及蠕变变形的持续发生,塑性区贯通,在自重应力及外部扰动作用下极易发生整体边坡失稳破坏.
Research on Creep Deformation Characteristics of Multiple Weak Layer Slopes under Mining
To study the creep deformation of an open-pit mine slope with multiple weak interlayers before and after mining,FLAC3D numerical simulation software is employed.Based on the Cvisc creep constitutive model,which can describe the elastoplastic shear characteristics and elastoplastic volumetric behavior of geotechnical materials,the creep deformation patterns of the current multiple weak layer slopes of open-pit mines subjected to mining disturbances are investigated.The results indicate that before mining,due to the influence of the overlying slope mass's weight on the weak strata,the upper slope mass undergoes uniform creep deformation towards the free face along the weak strata,with small-scale tensile-shear failure occurring at the weak strata,maintaining overall slope stability.After mining disturbances,stress redistribution causes deformation of the weak strata within the slope,and plastic zones appear in the anticline areas where weak layers concentrate and at the weak layers of the coal seam roof,forming new potential sliding bodies.As mining progresses and creep deformation continues,these plastic zones connect,making the overall slope prone to instability and failure under self-weight stress and external forces.

open-pit minemultiple weak layer slopemining disturbanceFLAC3Dnumerical simulation

王振伟、许镇

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北方工业大学 土木工程学院,北京 100144

露天矿 多弱层边坡 开采扰动 FLAC3D 数值模拟

2024

北方工业大学学报
北方工业大学

北方工业大学学报

影响因子:0.368
ISSN:1001-5477
年,卷(期):2024.36(4)