Statnamic Lateral Load Testing and Analysis of a Drilled Shaft in Liquefied Sand
Three progressively larger statnamic lateral load tests were performed on a 2.59 m diameter drilled shaft foundation after the surrounding soil was liquefied using down-hole explosive charges. An attempt to develop p-y curves from strain data along the pile was made. Due to low quality and lack of s...
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| Format: | Others |
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BYU ScholarsArchive
2005
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| Online Access: | https://scholarsarchive.byu.edu/etd/723 https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=1722&context=etd |