Elastoplastic behavior of compacted kaolin under consolidated drained and shearing infiltration conditions

Elastoplastic behavior of compacted kaolin under consolidated drained and shearing infiltration conditions

This study presents a comprehensive laboratory study to characterize the elastoplastic behavior of compacted kaolin under consolidated drained (CD) and shearing-infiltration (SI) triaxial conditions. The laboratory tests include a soil-water characteristic curve (SWCC), isotropic consolidation (IC),...

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Bibliographic Details
Main Authors: Kim, Yongmin, Rahardjo, Harianto, Thang, Nguyen Cong
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2019
Subjects:
Elastoplastic Behavior
Triaxial Test
Engineering::Civil engineering
Online Access:https://hdl.handle.net/10356/90042
http://hdl.handle.net/10220/49351
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Institution: Nanyang Technological University
Language: English

Internet

https://hdl.handle.net/10356/90042
http://hdl.handle.net/10220/49351

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