Results 221 to 230 of about 2,510 (264)
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Analysis of soil–pile interaction in integral abutment
Computers and Geotechnics, 2005Abstract A three-dimensional, non-linear finite element (FE) model of an integral abutment bridge has been developed to study the effect of thermal loading on the soil/pile system. The FE model consists of soil continuum elements. Material non-linearity is accounted for both, the piles and the soil. A bridge substructure was fully instrumented.
Yasser A. Khodair, Sophia Hassiotis
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Soil-Pile-Structure Interaction in Earthquake Engineering
IACGE 2013, 2013The advances on soil-pile-structure interaction are described in this study. The nonlinearity of soil is accounted for approximately by a boundary zone model, and the curves of stiffness and damping of the nonlinear soil-pile system are provided. The coupled horizontal and rocking vibration of an embedded foundation (including pile cap) is analyzed by ...
Yingcai Han, Shin-Tower Wang
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Seismic soil–pile interaction in liquefiable soil
Soil Dynamics and Earthquake Engineering, 2004Abstract Numerical analysis of seismic soil–pile interaction was considered in order to investigate the influence of flow mechanisms. Two models were employed—a simplified model, where the pore pressure at any depth is that of the free field, and a more complete model in which the pore pressure is associated with three-dimensional flow.
Assaf Klar, Rafael Baker, Sam Frydman
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Rational Mechanics of Axial Soil‐Pile Interaction
Journal of Engineering Mechanics, 1993In the framework of three-dimensional elastostatics and a higher order structural mechanics theory, an exact formulation is presented for the torsionless axisymmetric load-transfer problem of a thin-walled cylindrical pile of finite length embedded in a semi-infinite medium.
Ronald Y. S. Pak, Feng Ji
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The mixed boundary problem of soil–pile interaction
Soil Dynamics and Earthquake Engineering, 1990An analytical method for determining the dynamic stiffness and damping of piles in layered media, including the influence of separation of pile from the soil, is presented. The method is based on the theory of elastic wave propagation. Practically, during seismic forces exciting horizontally the pile is always partially separated from the soil around ...
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Axial soil–pile interaction in a transversely isotropic half-space
International Journal of Engineering Science, 2011zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Shahmohamadi, M. +3 more
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Experimental Investigation of Soil-Pile-Structure Seismic Interaction
2012The cyclic and seismic response of soil-pile-structure systems is assessed through comprehensive experimental tests performed on the 3mx3m shaking table of the Bristol Laboratory for Advanced Dynamics Engineering (BLADE), University of Bristol (UK). Such tests were carried out in the framework of the Seismic Engineering Research Infrastructures for ...
Simonelli A +15 more
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Iterative analysis of pile–soil–pile interaction
Géotechnique, 1987Consistent formulations of direct and iterative methods of pile group analysis are presented. The iterative methods are derived from the same equilibrium and compatibility equations as the direct methods but are cast in different forms. These new iterative methods highlight the shortcomings of some existing iterative methods of analysis, although ...
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