Unsaturated elasto-plastic constitutive equations for compacted kaolin under consolidated drained and shearing-infiltration conditions

Transient process of water flow changes the equilibrium conditions of an unsaturated soil, resulting in volume change of a soil. The volume change alters the hydraulic properties of the soil and thus influences the transient process of water flow through the soil. There-fore, the interactive process...

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Bibliographic Details
Main Authors: Rahardjo, Harianto, Nguyen, Cong Thang, Kim, Yongmin, Leong, Eng-Choon
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2019
Subjects:
Online Access:https://hdl.handle.net/10356/105606
http://hdl.handle.net/10220/50229
http://dx.doi.org/10.1016/j.sandf.2018.02.019
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Institution: Nanyang Technological University
Language: English

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