The Effect of Flowable Fill on the Lateral Resistance of Driven-Pile Foundations
Flowable fill was used to strengthen the soft soil surrounding piles and behind the pile cap. The flowable fill placed beneath the pile cap surrounding the piles showed no appreciable increase in lateral resistance, this was partially due to the fact that the flowable fill placed had an unconfined c...
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| Format: | Others |
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BYU ScholarsArchive
2009
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| Online Access: | https://scholarsarchive.byu.edu/etd/1998 https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2997&context=etd |