工程边坡失稳处治中的仿真模拟技术应用实例

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Abstract For a large landslide，a new form of retaining structure，which is an integral structure of piles and boxed tuunel，is applied. Simulation technique is used to simulate the integral structure，construction sequence，boundary conditions and the effect of boundary condition variations. The model of structure analysis and calculation is established and used in structural calculation of static and dynamic states. The results are applied in the engineering design and construction.

Key words： engineering slope contributing factor analysis integral structure of piles and tunnel simulation

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https://rockmech.whrsm.ac.cn/EN/Y2002/V21/I09/1359

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