DYNAMIC RESPONSE OF SANDY SOIL UNDER CYCLIC LOADING: A COMPREHENSIVE REVIEW

Authors

  • Ms. Soumya Pandey ,Dr. Eswara Veera Raghava Rao

Keywords:

Cyclic loading, Sandy soil, Dynamic response, Liquefaction, Modulus degradation, Damping ratio, Cyclic triaxial test, Dynamic soil behavior, Excess pore pressure, Soil improvement.

Abstract

Understanding the dynamic response of sandy soil under cyclic loading is essentialfor the safe design of foundations, offshore structures, machine foundations, and earthquakeresistant infrastructure. Sandy soils exhibit complex behaviors—such as stiffness degradation, excess pore pressure development,

References

Boulanger, R. W., & Ziotopoulou, K. (2017). PM4Sand model

Bjerrum, L., & Landva, A. (1966). Cyclic simple shear behaviour.

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Published

2024-02-15

How to Cite

Ms. Soumya Pandey ,Dr. Eswara Veera Raghava Rao. (2024). DYNAMIC RESPONSE OF SANDY SOIL UNDER CYCLIC LOADING: A COMPREHENSIVE REVIEW. Journal of Computational Analysis and Applications (JoCAAA), 32(2), 675–682. Retrieved from https://www.eudoxuspress.com/index.php/pub/article/view/4510

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Articles