Analytical Solution for the Responses of Saturated Soils Under Dynamic Loading | Analytical Solution

来源 :2017年世界交通运输大会 | 被引量 : 0次 | 上传用户:yqmaidou
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  The analytical solution for the responses of saturated soil layer under dynamic load is difficult to obtain though it is very important in many cases,such as piles,plates or dams in prevention engineering of landslide and debris flow under dynamic loads caused by impact of fluid flow or stones.Two methods,direct solving method and multiple scale expansion,were presented for solving for this type of problem.First,flow function and potential function were introduced to decouple the controlling equations.Then direction solving method was used to obtain the solution.This method can be used in general conditions but the solving process is complex.Considering that in some cases related with more than one time scale such as seepage and inertial,a relative simpler method,the multiple scale expansion based on perturbation method,was introduced to solve the equation system as the second method.The response characteristics were discussed and compared with the experimental results.
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