Estimation of compressive load bearing capacity of helical piles using torque method and induced settlements
Helical piles are deep foundations that have a helix at the end. The traditional approaches to determine the load capacity such as loading tests and in situ tests (i.e. SPT, CPT and LCPC) are not economically feasible for the small scaled constructions, for which helical piles are generally recommen...
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| Language: | English |
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University of British Columbia
2016
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| Online Access: | http://hdl.handle.net/2429/59121 |