Performance of a Full-Scale Lateral Foundation with Fine and Coarse Gravel Backfills Subjected to Static, Cyclic, and Dynamic Lateral Loads
Full-scale lateral load tests were performed on a pile cap with five backfill conditions: no backfill, densely compacted fine gravel, loosely compacted fine gravel, densely compacted coarse gravel, and loosely compacted coarse gravel. Static loads, applied by hydraulic load actuators, were followed...
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| Format: | Others |
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BYU ScholarsArchive
2009
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| Online Access: | https://scholarsarchive.byu.edu/etd/2317 https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3316&context=etd |