Longitudinal dynamic impedance of a static drill rooted nodular pile embedded in layered soil |
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| Authors: | Zhen-Ya Li Wen-Bing Wu Chin Jian Leo |
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| Institution: | 1. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou, China;2. Research Central of Coastal Urban Geotechnical Engineering, Zhejiang University, Hangzhou, China;3. Engineering Faculty, China University of Geosciences, Wuhan, China;4. School of Computing, Engineering and Mathematics, University of Western Sydney, Sydney, NSW, Australia |
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| Abstract: | The static drill rooted nodular (SDRN) pile is a new type of precast pipe pile with equally spaced nodes distributed along the shaft and wrapped by the surrounding cemented soil. In this paper, the longitudinal dynamic response of the SDRN pile embedded in layered soil is investigated with respect to the complexity of the pile body structure and the pile–soil contact condition. First, the shear complex stiffness transfer model is used to simulate the radial inhomogeneity of the surrounding soil. Then, the governing Equations of the pile–soil system subjected to longitudinal dynamic loading are established. The analytical solution for the dynamic response at the pile head is obtained by the shear complex stiffness transfer method and the impedance function transfer method. The degenerate case of the present solution is compared with the published solution to verify its reliability, and the complex impedance of the SDRN pile is compared with that of the precast pipe pile and the bored pile. Finally, a parametric study is conducted to investigate the influence of pile–soil parameters on the complex impedance at the pile head within the low frequency range concerned in the design of the dynamic foundation. |
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| Keywords: | Cemented soil complex impedance longitudinal vibration shear complex stiffness static drill rooted nodular pile |
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