Model tests on open-ended concrete pipe piles jacked in sand |
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| Authors: | Hai-lei Kou Wang Li Dan-liang Yang |
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| Institution: | 1. College of Engineering, Ocean University of China, Qingdao, China;2. Cooperative Innovation Center of Engineering Construction and Safety in Shandong Blue Ecnomic Zone, Qingdao University of Technology, Qingdao, China |
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| Abstract: | AbstractAn experimental study of the performance of concrete pipe piles during installation under different penetration speeds and static load tests on the piles in sand is presented. The applied jacking force, the amount of pile penetration, length of soil plug formed and ultimate bearing capacity were measured during the model tests. The results showed that the concrete pipe piles were partially plugged and the behavior of the soil plug was significantly affected by the penetration speed. The lower the penetration speed, the larger the soil plug formed which in turn leads to a greater ultimate bearing capacity. The size of soil plug can be evaluated by the m value defined as the ratio of the volume of the soil plug to that of the penetrated pile wall. The relationship between the m value and the penetration speeds can be used to estimate the amount of soil plug and the depth of penetration for an open-ended concrete pipe pile jacked into sand. |
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| Keywords: | Open-ended concrete pipe pile penetration speed jacking force soil plug bearing capacity |
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