Modeling and Comparison of Interface Behavior Between Soil and Concrete Considering the Effects of the Soil - Structure Interaction

Document Type : Original Article

Authors

IHU

Abstract

A simple developed thin - layer element from the interface of the soil and structure is used in a finite element process to simulate different operating modes of soil - structure dynamic interaction. The constitutive behavior of the interface is defined by splitting it into its cutting and normalized components. Nowadays, using pieces of worn-out rubber is a suitable method to strengthen the soil and increase the soil loading capacity. It is also a way to recycle rubber waste materials. With the knowledge that more behavioral compatibility with the soil and concrete interface has a better damping effect in the quake-separator, in order to simulate the behavior of the interface, soil and rubber were used with different percentages of 10, 20, 30 and 40 percent which provided acceptable results in the modeling of the intersection of soil and concrete.

Keywords

  1. Z. Musharraf-uz, “Influence of interface behavior in dynamic soil-structure interaction problems,” University libraries.##
  2. C. S. Desai, “Behavior of Interfaces Between Structural and Geologic Media,” International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Mo., 1981.##
  3. C. S. Desai and J. T. Christian,  “Numerical Methods in Geotechnical Engineering,” McGraw-Hill Book Co., Inc., New York, N.Y., 1977.##
  4. T. Toki, T. Sato, and F. Miura, “Separation and Sliding Between Soil and Structure During Strong Ground Motion,” Earthquake Engineering and Structural Dynamics, vol. 9, pp. 263-277, 1981.##

 5.        R. E. Goodman, R. L.Taylor, and T. L. Brekke, “A Model for the Mechanics of Jointed Rock,” Journal of the Soil Mechanics and Foundation Division, ASCE, vol. 94, no. SM3, pp. 637-659, 1968.##

  1. D. K. Vaughan and J. Isenberg, “Nonlinear Soil-Structure Analysis of SIMQUAKE II,” Research Project 810-2, Final Report for Electric Power Research Institute (EPRI), 1982.##
  2. D. K. Vaughan and J. Isenberg, “Nonlinear Rocking Response of Model Containment Structures,” Earthquake Engineering & Structural Dynamics, vol. 11, pp. 275-296, 1983.##
  3. C. S. Desai, M. M. Zaman, J. G.Lightner, and H. J. Siriwardane, “Thin- Layer Elements for Interfaces and Joints,” International Journal for Numerical and Analytic Methods in Geomechanics, vol. 8, no. 1, pp. 19-43, 1984.##
  4. C. S. Desai, I. M. Eitani, and C. Haycocks, “An Application of Finite Element Procedure for Underground Structures with Nonlinear Materials and Joints,” Proceedings of the Fifth International Congress of the Society of Rock Mechanics, Melbourne, Australia, Apr. 1983.##
  5. C. S. Desai, J. G. Lightner, and S. M. Sargand, “Mixed and Hybrid Procedures for Nonlinear Problems in Geomechanics,” Proceedings of the Fourth International Conference on Numerical Methods in Geomechanics, University of Alberta, Edmonton, Canada, 1982.##
  6. R. E. Goodman, R. L. Taylor, and T. L. Brekke, “A Model for the Mechanics of Jointed Rock,” Journal of the Soil Mechanics and Foundation Division, ASCE, vol. 94, no. SM3, pp. 637-659, 1968.##
  7. نجف‌زاده، لیلا، بررسی رفتار آزمایشگاهی مخلوط خاک و خرده پلاستیک ضایعاتی، نشریه مهندسی عمران، چاپ هفتم، دانشگاه صنعتی شریف، 1394.##
    1. C. S. Desai, “Behavior of Interfaces Between Structural and Geologic Media,” International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Mo., 1981.##

14.      D. Peng, L. Xiaoling, F. Jingliang, C. Qiang1, and F. Lianhong, “Numerical simulation of soil structure interface mechanical behavior,” 2019.##