Study on Soil Structure Interaction: A Review
Control Science and Engineering
Volume 1, Issue 1, December 2017, Pages: 4-6
Received: Apr. 1, 2017; Accepted: Apr. 20, 2017; Published: Jun. 28, 2017
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Ritu Rai, Department of Civil Engineering, Madan Mohan Malaviya University of Technology, Gorakhpur, India
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In this paper concept of soil structure interaction was introduced and methods involved in SSI were discussed. SSI evaluate the collective response of the structure, the foundation, and the soil underlying and surrounding the foundation to a specified ground motion. Furthermore study based on parameter on SSI behaviour by various scholar is tabulated. Brief summary of all the terms involved in study are enlisted. Various structures like Dam, soil embankment and waste landfill is affected by SSI so its effect is also examined.
Soil Structure Interaction, Kinematic Interaction, Inertial Interaction, Dynamic Loading, Static Loading
To cite this article
Ritu Rai, Study on Soil Structure Interaction: A Review, Control Science and Engineering. Vol. 1, No. 1, 2017, pp. 4-6. doi: 10.11648/j.cse.20170101.12
Copyright © 2017 Authors retain the copyright of this article.
This article is an open access article distributed under the Creative Commons Attribution License ( which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Fundamental principles of seismology, ground motion, dynamics and soil behaviour and application of the principle involved by Kramer, S. L. “Geotechnical Earthquake Engineering”, Prentice Hall, Inc., Upper Saddle River,New Jersey (1996).
Interactive analysis of a space frame-raft-soil system considering soil nonlinearity by M. N. Viladkar, J. Noorzaei, and P. N. Godbole, Interactive analysis of a space frame-raft-soil system considering soil nonlinearity Comput. Struct., 51, (1994), 343-356.
Structure interaction analysis: Deformable structures in multilayered soil mass, Engineering Computations by J. Noorzaei, M. N. Viladkar, and P. N. Godbole, Nonlinear soil-structure interaction in plane frames, Eng. Comput., 11, 1994, 303-316.
The concept of soil–structure interaction was introduced, and the research methods were discussed by H. M. Rajashekhar Swamy, Krishnamoorthy, D. L. Prabakhara, and S. S. Bhavikatti, Relevance of interface elements in soil structure interaction analysis of three dimensional and multiscale structure on raft foundation, Electron. J. Geotech. Eng., 16, 2011, 199-218.
A critical review on idealization and modeling for interaction among soil–foundation–structure system by R. Roy, and S. C. Dutta, Differential settlement among isolated footings of building frames: the problem, its estimation and possible measures, Int. J. Appl. Mech. Eng., 6(1), 2001, 165186.
Development of numerical tools for solutions of nonlinear analysis problems in soil mechanics by. C S. Desai, H. V. Phan, and J. V. Perumpral, Mechanics of three-dimensional soil-structure interaction, J. Eng. Mech., ASCE, 108(5), 1982, 731-747.
The physical modelling is achieved via use of finite element method, which requires the use of variety of isoparametric elements with different degrees of freedom by M. Hora, Nonlinear interaction analysis of infilled building frame-soil system, J. Struct. Eng., 33(4), 2006, 309-318.
Soil Structure Interaction and Flexible Analysis of shallow foundation by P. T. Brown, and Si K. R. Yu, Load sequence and structure-foundation Interaction J. Struct. Eng., ASCE, 112(3), 1986, 481-488.
An idealized 2-dimensional plain strain finite element seismic soil-structure interaction by M. Kutanis, and M. Elmas, Non-linear seismic soil structure interaction analysis based on the substructure method in the time domain, Turk. J. Eng. Environ. Sci., 25, 2001, 617626.
Resonance effect on structures subjected to earthquake loads due to soil structure interaction by SajaMokhles Al Smadi 2, No 1, 2011.
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