One-Dimensional Consolidation Analysis of Unsaturated Soils under Cyclic Loadings

One-Dimensional Consolidation Analysis of Unsaturated Soils under Cyclic Loadings

This paper presents analytical solutions to Fredlund and Hasan’s one-dimensional consolidation equations for unsaturated soils subjected to various cyclic loadings. Two new variables are introduced so that the governing equations for excess pore air and water pressures can be transformed to a set of...

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Bibliographic Details
Main Authors:	Pyol Kim, Myongchol Ri, Yonggun Kim, Gunhyang Ri, Hakbom Myong
Format:	Article
Language:	English
Published:	Hindawi Limited 2020-01-01
Series:	Shock and Vibration
Online Access:	http://dx.doi.org/10.1155/2020/7285323

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