Methodology for preliminary seismic design of extended pile-shafts for bridge structures.
Seismic design of extended pile-shafts requires a careful consideration of the influence of the surrounding soil on the overall response of the soil?pile system. In this paper, a procedure that incorporates soil properties into the process is developed for preliminary seismic design of extended pile...
Published in: | Earthquake engineering & structural dynamics. 35, 14 (2006). |
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Format: | Article |
Language: | English |
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