Analysis of Pile-Soil Interaction by Computer Simulation

Guang Zhang; Dong Zi Pan; Jing Xi Chen; Ai Fang Zhou

doi:10.4028/www.scientific.net/KEM.326-328.1531

Paper Titles

Preparation of Polydivinylbenzene/Au Core-Shell Beads
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Transparent and Conductive PEDOT Films on PET Substrate Using an Epoxy Acrylate Binder
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Modal Reduced Order Model for Vision Sensing of IPMC Actuator
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Impact Strength Assessment of LNG Carrier Insulation System
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Analysis of Pile-Soil Interaction by Computer Simulation
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Impact Modeling of Sawing Tasks and Experimental Verification Using a Parallel Robot
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Numerical Simulation of SHPB Experiment on Dynamic Behaviour of Ceramic Particle Reinforced MMCs
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Experimental Study on the Dynamic Splitting Tensile Behaviour of Concrete
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On Computer Aided Impact Experiments - A Case of Drop Weight Experiment -
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Analysis of Pile-Soil Interaction by Computer Simulation

Abstract:

In this paper, a numerical model to simulate the interaction of pile-soil based on the one-dimension stress wave theory is established, which can provide the propagating process and reflection characteristics of stress wave under impulsed load in concrete piles. The simulation is carried on about the stress wave in integrated pile and defective pile, which provide all kinds of the propagating characteristics. It can enhance the accuracy of dynamic test. The validity of this approach is verified through the comparison of the measured curve and the simulated curve.