Interpretation from large-scale shake table tests on piles undergoing lateral spreading in liquefied soils |
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| Authors: | M Cubrinovski T Kokusho K Ishihara |
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| Institution: | aDepartment of Civil Engineering, University of Canterbury, Christchurch, New Zealand(formerly: Kiso-Jiban Consultants, Tokyo, Japan);bDepartment of Civil Engineering, Chuo University, Tokyo 112-8551, Japan |
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| Abstract: | Results from a benchmark test on full-scale piles are used to investigate the response of piles to lateral spreading. In the experiment, two single piles, a relatively flexible pile that moves together with the surrounding soil and a relatively stiff pile that does not follow the ground movement have been subjected to large post-liquefaction ground displacement simulating piles in laterally spreading soils. The observed response of the piles is first presented and then the results are used to examine the lateral loads on the pile from a non-liquefied soil at the ground surface and to evaluate the stiffness characteristics of the spreading soils. The measured ultimate lateral pressure from the crust soil on the stiff pile was about 4.5 times the Rankine passive pressure. The back-calculated stiffness of the liquefied soil was found to be in the range between 1/30 and 1/80 of the initial stiffness of the soil showing gradual decrease in the course of lateral spreading. |
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| Keywords: | Pile response Liquefaction Lateral spreading Large-scale shake table test Reduction of soil stiffness Lateral soil pressure |
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