岩体边坡开挖卸荷稳定性分析

Stability Analysis of Slope Excavation during Unloading

  • 摘要: 笔者应用弹塑性力学及断裂力学的相关理论,分析讨论了裂纹的分形特性及裂隙面的压剪起裂破坏机理; 分析了静载、动载和不同类型裂隙的相互作用对边坡稳定性的影响规律。结合工程实际问题,研究了边坡开挖前后其应力应变的分布规律,提出了由于开挖卸荷而引起裂纹扩展的作用机理。

     

    Abstract: Based on elastic-plastic mechanics and fracture mechanics theory, the fractal fissure and joint growth of the slope rock under compression and shear are analysed, the interaction mechanism of static load and dynamic load on different cracks are discussed also.The distribution regulation of stress and strain in rock slope before and after digging are described, the crack growth and propagation mechanism under the action of unloading are put forward.

     

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