A Study on the Hydraulic Gradient and Effective Stress Condition to Anti-Clogging Effect of Geotextile
碩士 === 中原大學 === 土木工程學系 === 88 === William and Abouzakhm (1989) proposed a test named HCR (Hydraulic Conductivity Ratio) by using the triaxial apparatus to simulate the boundary conditions of the soil-geotextile interaction and to conduct the effective stress and “high saturation” tests. The results...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2000
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| Online Access: | http://ndltd.ncl.edu.tw/handle/49538662003799010583 |