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Plastic zone analysis of surrounding rocks basing on plastic flow rule

机译:基于塑性流动规律的围岩塑性区分析

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摘要

Based on elastic-plastic mechanical model of soft rock tunnel considering dilatancy expansion softening properties of soft rock, no longer constant volume plastic zone as a precondition.Combined with Mohr-Coulomb criterion in the plastic flow rule established on the basis of lateral pressure coefficient λ =1 symmetry axis planar circular tunnel limit equilibrium conditions.Makes soft rock tunnel deformation stress and analytical solutions closer to the actual, through example calculation compared to other elastic-plastic mechanics further validate the analytical solution for soft rock tunnel instructive.
机译:基于软岩隧道的弹塑性力学模型,考虑了软岩的扩容软化特性,不再以等体积塑性区为前提。结合Mohr-Coulomb准则,在侧向压力系数λ的基础上建立了塑性流动规律= 1对称轴平面圆形隧道的极限平衡条件。通过实例计算,与其他弹塑性力学相比,使软岩隧道的变形应力和解析解更接近实际,进一步验证了软岩隧道的解析解的指导意义。

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