Seepage forces and confining pressure effects on piping erosion
An experimental study of piping erosion is presented. Various artificial granular filter and soil combinations are tested in a permeameter under variable confining pressures to determine the critical gradient where soil erodes through the filter. Previous research concentrated on establishing a g...
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| Format: | Others |
| Language: | English |
| Published: |
2009
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| Online Access: | http://hdl.handle.net/2429/7664 |