Dynamic response of a pile considering the interaction of pile variable cross section with the surrounding layered soil

作者：Gao, Liu; Wang, Kuihua^*; Xiao, Si; Wu, Wenbing

来源：International Journal for Numerical and Analytical Methods in Geomechanics, 2017, 41(9): 1196-1214.

DOI：10.1002/nag.2681

• longitudinal
• dynamic response
• interaction
• variable cross section
• amended impedance function transfer method
• fitting

Assuming that the pile variable cross section interacts with the surrounding soil in the same way as the pile toe does with the bearing stratus, the interaction of pile variable cross section with the surrounding soil is represented by a Voigt model, which consists of a spring and a damper connected in parallel, and the spring constant and damper coefficient are derived. Thus, a more rigid pile-soil interaction model is proposed. The surrounding soil layers are modeled as axisymmetric continuum in which its vertical displacements are taken into account and the pile is assumed to be a Rayleigh-Love rod with material damping. Allowing for soil properties and pile defects, the pile-soil system is divided into several layers. By means of Laplace transform, the governing equations of soil layers are solved in frequency domain, and a new relationship linking the impedance functions at the variable-section interface between the adjacent pile segments is derived using a Heaviside step function, which is called amended impedance function transfer method. On this basis, the impedance function at pile top is derived by amended impedance function transfer method proposed in this paper. Then, the velocity response at pile top can be obtained by means of inverse Fourier transform and convolution theorem. The effects of pile-soil system parameters are studied, and some conclusions are proposed. Then, an engineering example is given to confirm the rationality of the solution proposed in this paper.

• 出版日期2017-6-25
• 单位浙江大学; 中国地质大学（北京）