Ultimate uplift capacity of model rigid metal piles in clay |
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| Authors: | E C Shin B M Das V K Puri S C Yen E E Cook |
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| Institution: | (1) Southern Illinois University, 62901 Carbondale, Illinois, USA |
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| Abstract: | Summary Laboratory model test results for estimation of the ultimate uplift capacity of rigid metal piles embedded in a compacted near-saturated clayey soil are presented. The length-diameter ratio of the piles was varied from 10 to 15. The direction of the uplift load on the pile was varied from 0 to 50°. Based on the present test results and the results of existing model studies, an empirical relationship for estimating the pile uplift capacity has been presented. |
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| Keywords: | Clay inclined load metal pile rigid pile uplift capacity |
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