Assessment of CPTU and static load test methods for predicting ultimate bearing capacity of pile |
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| Authors: | Zhaoyu Wang Guojun Cai Qi Li Jiajia Wang |
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| Institution: | 1. College of Civil Engineering, Yancheng Institute of Technology, Yancheng, Jiangsu, China;2. Institute of Geotechnical Engineering, Southeast University, Nanjing, China |
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| Abstract: | For the static pressure pile, the most important is to determine the standard value of ultimate bearing capacity of single pile. At present, the bearing capacity of pile foundation is usually determined by the cone penetration test (CPT) test. The empirical formula was used in practice, but the effect of excess pore water pressure generated in the penetration on the measured cone-tip resistance and side friction is neglected. In this study, based on the field test results at Fengyu playground at Yancheng Institute of Technology by CPT and CPTU methods, the bearing capacity of pile was predicted by the standardized methods, the LCPC (France method) and CPTU direct prediction methods. The prediction was also compared with the results by the static load test method. The prediction accuracy of the CPTU method was then discussed as well. The results reveal that the accuracy of the CPTU method was the highest, which was consistent with the results obtained by the static load test method. It is the best method and worthy of being applied for predicting bearing capacity of piles in engineering applications. |
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| Keywords: | Bearing capacity of single pile CPTU CPTU method LCPC method (France method) standard method |
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