Three-phase porous media based on wave equation, considering the material between the inertial and viscous coupling effect and capillary pressure, through theoretical analysis and model test on unsaturated soil. Pile dynamic interaction problem, unsaturated soil elastic half space embedded in the base of the source solution and the short-term load characteristics of circular pile a complete and systematic research

Filename	Size	Update
新建文本文档.txt	205	2018-02-25
5.rar	452968	2018-02-26

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