Parametric Study of Kinematic Interaction in Pile-Cohesive Soil under Dynamic Loads

Document Type : Research Article

Authors

1 Department of Civil Engineering, Sharif University of Technology, Tehran,Iran

2 Ph.D Candidate in Geotechnical Engineering, Faculty of Civil Engineering, Sharif University of Technology, Tehran, Iran.

Abstract

Pile foundations are widely used to ensure the stability of structures subjected to seismic excitation. Numerous structures and foundations in soil-pile-structure systems have been destroyed during the occurrence of earthquakes. Because of the complexities involved in soil-pile interaction problems and the lack of precise methods, it is necessary to use numerical methods for analyzing soil-pile interaction problems. Several factors are affecting the dynamic response of a pile in the soil-pile system. These factors can be divided into three main categories: geometrical factors, material properties, and load characteristics. Studying the effects and importance of these factors in the response of the pile will help geotechnical engineers to optimize their design. In this research, three-dimensional modeling has been developed using the FLAC3D computer program, and the effects of various soil and pile properties on the dynamic behavior of a single pile in clayey soils are evaluated. One of the most important subjects in the numerical modeling of soil-pile system dynamic response is the constitutive model considered for the soil. This strongly affects the accuracy of results. In this study, a softening model has been used for the behavior of the soil under dynamic loads. Sinusoidal harmonic loading has been applied to the model base as the acceleration time history, and the variations of bending moments, shear forces, and displacements along the pile are obtained for all analyses carried out in this study. The results showed that the kinematic interaction coefficient depends on the loading characteristics and in the high frequencies head pile response was lower than the free field.

Keywords

Main Subjects


[1] Anandarajah, J. Zhang, Simplified finite element modeling of nonlinear dynamic pile-soil interaction, Retrieved February, 10 (2000) 2005.
[2] Y. Cai, P. Gould, C. Desai, Nonlinear analysis of 3D seismic interaction of soil–pile–structure systems and application, Engineering Structures, 22(2) (2000) 191-199.
[3] B.K. Maheshwari, K.Z. Truman, M.H.E. Naggar, P.L. Gould, Three-dimensional finite element nonlinear dynamic analysis of pile groups for lateral transient and seismic excitations, Canadian Geotechnical Journal, 41(1) (2004) 118-133.
[4] R.M.S. Maiorano, L. de Sanctis, S. Aversa, A. Mandolini, Kinematic response analysis of piled foundations under seismic excitation, Canadian Geotechnical Journal, 46(5) (2009) 571-584.
[5] F. Dezi, S. Carbonari, G. Leoni, Kinematic bending moments in pile foundations, Soil Dynamics and Earthquake Engineering, 30(3) (2010) 119-132.
[6] S. Sica, G. Mylonakis, A.L. Simonelli, Transient kinematic pile bending in two-layer soil, Soil Dynamics and Earthquake Engineering, 31(7) (2011) 891-905.
[7] S. Sica, G. Mylonakis, A.L. Simonelli, Strain effects on kinematic pile bending in layered soil, Soil Dynamics and Earthquake Engineering, 49 (2013) 231-242.
[8] F.H. Chehade, M. Sadek, D. Bachir, Numerical study of piles group under seismic loading in frictional soil - Inclination effect, Open Journal of Earthquake Research, 3(01) (2014) 15.
[9] A. Chidichimo, R. Cairo, G. Dente, C.A. Taylor, G. Mylonakis, 1-g experimental investigation of bi-layer soil response and kinematic pile bending, Soil Dynamics and Earthquake Engineering, 67 (2014) 219-232.
[10] F. Dezi, H. Poulos, Kinematic bending moments in square pile groups, International Journal of Geomechanics, 17(3) (2016) 04016066.
[11] A.S. Hokmabadi, B. Fatahi, Influence of foundation type on seismic performance of buildings considering soil–structure interaction, International Journal of Structural Stability and Dynamics, 16(08) (2016) 1550043.
[12] C. Tsai, D. Park, C. W. Chen, Selection of the optimal frequencies of viscous damping formulation in nonlinear time-domain site response analysis, Soil Dynamics and Earthquake Engineering, 67 (2014) 353-358.