哈尔滨工业大学学报（英文版）2007，Vol.14Issue(4)：485-488,4.
Hydration swelling characteristics of needle-punched geosynthetic clay liners
Hydration swelling characteristics of needle-punched geosynthetic clay liners
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作者信息
- 1. Construction and Traffic Commitee of Changning District, Shanghai 200050, China;Dept. of Geotechnical Engineering, School of Civil Engineering, Tongji University, Shanghai 200092, China;Dept. of Geotechnical Engineering, School of Civil Engineering, Tongji University, Shanghai 200092, China
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摘要
Abstract
A series of confined swell tests were conducted on a needle-punched geosynthetic clay liner (GCL)with tap water as the hydration medium. The effects of the static confining stress on the swelling characteristics of GCLs and the hydration time under different confining stresses were explored. Increasing the static confining stress led to: shorter hydration time; smaller final GCL height; less final GCL bulk void ratio; smaller final bentonite moisture content. The confined swell pressure determined for the tested GCL was 82.2 kPa, and the relationships between confining stress, final bulk void ratio (or final GCL height, final bentonite moisture content) were attained through the analyses of the confined swell test results in this study.关键词
geosynthetic clay liner(GCL)/ needle-punched/ hydration swell/ confining stressKey words
geosynthetic clay liner(GCL)/ needle-punched/ hydration swell/ confining stress分类
建筑与水利引用本文复制引用
..Hydration swelling characteristics of needle-punched geosynthetic clay liners[J].哈尔滨工业大学学报（英文版）,2007,14(4):485-488,4.
