边坡卸荷及其卸荷带是西南地区高边坡一种常见的现象，对岩石边坡稳定性及其它岩石工程问题有重要的影响。
Unload and unloading zones of high rock slope are familiar phenomenon in southwest area of China, which influence stability of rock slope and other rock-engineering problem.
运用此数值模型研究了开挖卸荷、大坝生成以及水库蓄水对高边坡的应力、变形状况和稳定性的影响。
The influence of excavation unloading, dam generating and reservoir filling on the deformation and stress distribution of the slope is studied.
建立了岩石高边坡分步开挖稳定性反馈分析模型，分析过程中考虑了岩体爆破松动及卸荷的影响。
Taking the influence of blasting loosening and unloading into account, the feedback analysis model of the high rock slope stability is established.
采用传统的加载力学方法和卸荷力学方法，利用数值计算对紫坪铺水利工程引水发电隧洞进口高边坡开挖后的应力-应变进行了研究。
For the high slope of intake of diversion tunnel of Zipingpu Irrigation Project, the relationships of stress and strain are calculated by traditional mechanical methods of unloading and loading.
不论天然或是人工高边坡，均可视为高地应力环境下快速卸荷过程的产物。
They can all be regarded as the results from rapid unloading under the high geostress conditions.
不论天然或是人工高边坡，均可视为高地应力环境下快速卸荷过程的产物。
They can all be regarded as the results from rapid unloading under the high geostress conditions.
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