Calibration of Strength and Stiffness Parameters on Soil Model of Sand-Tyre Crumb Mixtures by FEM

Authors

  • Pulpong Pongvithayapanu Department of Civil Engineering, Faculty of Engineering at Sriracha, Kasetsart University Sriracha Campus
  • Ukrit Pornpreedawan Department of Civil Engineering, Faculty of Engineering at Sriracha, Kasetsart University Sriracha Campus
  • Daraporn Phusing Department of Civil Engineering, Faculty of Engineering at Sriracha, Kasetsart University Sriracha Campus

Keywords:

Sand-tyre crumb mixture, Stiffness and strength parameters, Hardening soil model, FEM

Abstract

This study uses the Finite Element Method (FEM) to calibrate strength and stiffness parameters on the Mohr-Coulomb (MC) and Hardening soil (HS) models of various percentages of sand-tyre crumb combinations, with reference to laboratory Consolidated Drained (CD) triaxial test results. The laboratory findings show that as the percentage of tyre crumb in sand increases, the stiffness, strength, and internal friction angle of the sand-tyre crumb mixture decreases. The calibration of strength and stiffness parameters reveals that the MC soil model is capable of simulating the basic shear strength behavior of a sand-tyre crumb mixture, while the HS soil model is capable of simulating non-linear stress-strain behavior. Because the sample of tyre crumb used in this study is a recycled by-product from a local recycling plant in Thailand, this calibration of strength and stiffness parameters on soil model will benefit in applying the sand-tyre crumb mixture for numerous civil engineering applications in Thailand.

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Published

2021-12-29

How to Cite

[1]
P. Pongvithayapanu, U. . Pornpreedawan, and D. . Phusing, “Calibration of Strength and Stiffness Parameters on Soil Model of Sand-Tyre Crumb Mixtures by FEM”, Eng. & Technol. Horiz., vol. 38, no. 4, pp. 99–114, Dec. 2021.

Issue

Section

Research Articles