Assesment of low strain wave attenuation for piles cast in very dense granular soil
In low strain testing of piles, soil within which the pile is embedded causes attenuation of propagated stress wave. The pile-soil interaction effect on low strain integrity test is not properly identified; however, it may lead to inconclusive results when piles are embedded in very dense soil. In t...
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| Main Authors: | , |
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| Format: | Conference or Workshop Item |
| Published: |
2012
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/34353/ |
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