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Volume 16 Issue 1
Mar 2005
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Bichang Dong, Jingtao Wang, Tao Cheng. Simulation Studies on the Settlement of Composite Foundation with Contact Element of Zero Thickness. Journal of Earth Science, 2005, 16(1): 89-94.
Citation: Bichang Dong, Jingtao Wang, Tao Cheng. Simulation Studies on the Settlement of Composite Foundation with Contact Element of Zero Thickness. Journal of Earth Science, 2005, 16(1): 89-94.

Simulation Studies on the Settlement of Composite Foundation with Contact Element of Zero Thickness

  • Received Date: 27 May 2004
  • Accepted Date: 20 Dec 2004
  • The various factors influencing the settlement of composite foundation have been more completely studied through numerical simulation. The influence on the settlement of composite foundation of the geometry and mechanical properties of the pile, soil, cushion, and the interface between pile and soil have been investigated through computer simulation, in which the contact elements with zero thickness are used. Some valuable conclusions for the settlement of composite foundation have been obtained: (1) The method using the contact element of zero thickness is successful when used in the simulation of the settlement of composite foundation; (2) Among the factors influencing the settlement of composite foundation, the compression modulus of the soil is the largest, and the cohesion of the soil is the second largest; (3) The effects on settlement of the internal friction angle of the soil, the elastic modulus, the radius, and the length of the pile, and the elestic modulus of the cushion are also more obvious.

     

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  • Boulon, N. R., 1990. Modeling of Soil Structure Interface Behavior: A Comparison between Elasto-plastic and Rate-Type Laws. Computers and Geotechnics, (9): 21-46
    Brandt, J. R. T., 1985. Behavior of Soil-Concrete Interfaces. The University of Alberta, Canada
    Clough, G. W., Duncan, J. M., 1971. Finite Element Analysis of Retaining Wall Behavior. Journ. Soil Mech. & Found. Div., ASCE, 97(12): 1657-1673
    Desai, C. S., Zaman, M. M., 1984. Thin-Layer Element for Interface and Joints. Int. Journ. Num. & Analy. Methods in Geomech., 8(3): 19-43
    Dong, B. C., Wang, J. T., Cheng, T., 2004. Parameters Studies on the Contact Element in Digital Simulation of Composite Foundation. Journal of Huazhong University of Science and Technology (Urban Science Edition), (2): 40-43 (in Chinese with English Abstract)
    Goodman, R. E., 1968. A Model for the Mechanics of Jointed Rock. Jour. Soil Mech. & Found. Div., ASCE, 94(3): 637-659
    Qian, J. H., Zhan, M. L., 1990. Shear Rheology Test and Analysis of the Interface. Achievement Assembling of the Interaction between Soil and Hydraulic Architecture, 228-234 (in Chinese)
    Yin, Z. Z., Zhu, H., Xu, G. H., 1994. Numerical Simulation of the Deformation in the Interface between Soil and Structure Material. Chinese Journal of Geotechnical Engineering, 16(3): 14-22(in Chinese with English Abstract)
    Zhang, D. J., Lu, T. H., 1998. Establishment and Application of an Interface Model between Soil and Structure. Chinese Journal of Geotechnical Engineering, 20(6): 62-66(in Chinese with English Abstract)
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