Amplification of Seismic Response in Poroviscoelastic Soil Layer

The time-dependent behaviour of saturated soils under static and dynamic loading is generally attributed to the flow-dependent and viscous behaviour of pore fluid. However, the intrinsic energy dissipative effects from the flow-independent viscoelastic behaviour of solid skeleton are not always cons...

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Bibliographic Details
Main Authors: Liming Yang, Junhui Luo, Weiyun Chen, Yumin Mou
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8824445