Permeability evolution of compacted clay during triaxial compression

Triaxial seepage tests were conducted on the core-wall clay of a high rock-fill dam to investigate the change of hydraulic conductivity with axial strain. It was found that the compaction density and confining pressure were the two main factors influencing the change of hydraulic conductivity during...

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Bibliographic Details
Main Authors: WANG Gang, WEI Lin-yi, WEI Xing, ZHANG Jian-min
Format: Article
Language:English
Published: SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717 2020-01-01
Series:Rock and Soil Mechanics
Subjects:
Online Access:http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2018.7135

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