Rollins, K., Olsen, R., Egbert, J., Olsen, K., Jensen, D., & Garrett, B. (2003). Response, analysis, and design of pile groups subjected to static & dynamic lateral loads (Report No. UT-03.03). Utah. Dept. of Transportation. Research Division. https://rosap.ntl.bts.gov/view/dot/27636
Rollins, Kyle, Ryan Olsen, Jeffery Egbert, Kimball Olsen, Derek Jensen, and Brian Garrett. Response, analysis, and design of pile groups subjected to static & dynamic lateral loads. Report no. UT-03.03. Utah. Dept. of Transportation. Research Division, 2003. https://rosap.ntl.bts.gov/view/dot/27636.
Rollins, Kyle, et al. Response, analysis, and design of pile groups subjected to static & dynamic lateral loads. Utah. Dept. of Transportation. Research Division, 2003, Report no. UT-03.03, ROSA P. https://rosap.ntl.bts.gov/view/dot/27636.
Details
Alternative Title:
Response, analysis and design of pile groups subjected to static and dynamic lateral loads.
Static and dynamic lateral load tests were performed on four full-scale pile groups driven at four different spacings. P-multipliers to account for group
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interaction effects were back-calculated for each test. P-multipliers were found to be a function of row position within the group but were independent of
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position within a row. Curves were developed to define p-mulipliers as a function of pile spacing. Using these p-multipliers along with soil properties
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obtained from site characterization work, excellent agreement between measured and computed response could be obtained. Dynamic load tests were
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performed using the Statnamic load system. Dynamic lateral resistance was consistently higher than the measured static resistance, however, resistance
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was dynamic resistance was greater for the virgin load than for reloading. Simple one degree-of-freedom models were successfully used to interpret the
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static load-deflection curve from the dynamic load-deflection curves. These analyses indicate that the increased dynamic lateral resistance was largely
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due to damping.
Rollins, K., Olsen, R., Egbert, J., Olsen, K., Jensen, D., & Garrett, B. (2003). Response, analysis, and design of pile groups subjected to static & dynamic lateral loads (Report No. UT-03.03). Utah. Dept. of Transportation. Research Division. https://rosap.ntl.bts.gov/view/dot/27636
Rollins, Kyle, Ryan Olsen, Jeffery Egbert, Kimball Olsen, Derek Jensen, and Brian Garrett. Response, analysis, and design of pile groups subjected to static & dynamic lateral loads. Report no. UT-03.03. Utah. Dept. of Transportation. Research Division, 2003. https://rosap.ntl.bts.gov/view/dot/27636.
Rollins, Kyle, et al. Response, analysis, and design of pile groups subjected to static & dynamic lateral loads. Utah. Dept. of Transportation. Research Division, 2003, Report no. UT-03.03, ROSA P. https://rosap.ntl.bts.gov/view/dot/27636.
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