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赵进勇, 章青, 邵国建, 卓家寿. 用干扰能量法模拟边坡失稳过程[J]. 岩土工程学报, 2002, 24(3): 367-370.
引用本文: 赵进勇, 章青, 邵国建, 卓家寿. 用干扰能量法模拟边坡失稳过程[J]. 岩土工程学报, 2002, 24(3): 367-370.
ZHAO Jinyong, ZHANG Qing, SHAO Guojian, ZHUO Jiashou. The unstabilization process of slope simulated by disturbing energy method[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 367-370.
Citation: ZHAO Jinyong, ZHANG Qing, SHAO Guojian, ZHUO Jiashou. The unstabilization process of slope simulated by disturbing energy method[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 367-370.

用干扰能量法模拟边坡失稳过程

The unstabilization process of slope simulated by disturbing energy method

  • 摘要: 在土体非线性有限元分析的基础上 ,采用干扰能量法对边坡失稳过程进行了模拟。结合长江下游某岸坡滑塌实例 ,通过逐级非线性有限元分析和用干扰能量法进行稳定评判 ,确定了各阶段的稳定薄弱部位和潜在滑体 ,进而实现了对岸坡失稳过程的模拟。计算结果与实测结果相比符合性良好

     

    Abstract: On the basis of non linear finite element analysis, the unstabilization process of slope was simulated by disturbing energy method in the thesis. Combined with some slope on the Yangtse River, the weak part and latent slide wedge are determined in different stage by non linear finite element analysis and disturbing energy method,thus the unstabilization process of slope is simulated. The calculated result agrees fairly with the measured result.

     

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