文章摘要信息 关键词 ： 地震边坡；张拉破坏；剪切破坏；拉剪滑面 [gap=787]Keywords : slope under earthquake;tension failure;shear failure;tensionshear fracture surface
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This paper gives the basic theory and computation method of high? Steep rocky slope under earthquake loads and the formulae for evaluating slope stability.
简述了岩质陡高边坡地震动力响应分析的基本原理与计算方法，建立了评价稳定性的计算公式。
The results are helpful to reveal the mechanism of slope instability under earthquake, and provide valuable references for aseismic design of slope engineering.
试验结果有助于揭示边坡在地震作用下的失稳机制，为边坡工程的抗震设计提供有益的参考。
Obviously, borrowed soil sprayed on slope surface tends to slide or collapse under actions of rainwash, seepage, gravitational force, earthquake, etc.
显然，由于雨水冲刷、渗流、重力、地震等因素的影响，被喷播到边坡坡面上的客土存在力学稳定性问题。
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