MATHEMATICAL PSYCHIATRY OF FIELD PLATE LOAD TEST USING FINITE ELEMENT METHOD

Authors

  • K. Shiva Prashanth Kumar Department of Civil Engineering, College of Engineering & Technology, Wollega University, Nekemte, Ethiopia.
  • Temesgen Wakweya Anbese Department of Civil Engineering, College of Engineering & Technology, Wollega University, Nekemte, Ethiopia.

DOI:

https://doi.org/10.11113/mjce.v27.15919

Keywords:

Field plate load test (FPLT), Winkler’s model, finite element method (FEM), coefficient of subgrade reaction (ks)

Abstract

Present investigation deals with a mathematical psychiatry of Field Plate Load Test (FPLT) using FEM (Finite Element Method) in clayey soil to evolve the effect of plate dimension on settlement and coefficient of subgrade reaction (ks). A comparison between the obtained FEM results using Mohr-Coulomb’s soil model and interpretation of prior review of literature was addressed. Outcomes revealed that the ks is strictly dependent on parameters like size of the loaded area and loading magnitude, and thus completely general and generic, and not a fundamental material property of soil that can somehow be determined rationally.

References

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Published

2018-07-05

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Articles

How to Cite

MATHEMATICAL PSYCHIATRY OF FIELD PLATE LOAD TEST USING FINITE ELEMENT METHOD. (2018). Malaysian Journal of Civil Engineering, 27(2). https://doi.org/10.11113/mjce.v27.15919