Numerical analysis of the response of reinforced soils to direct shearing: Part 2

Ilan Juran, M. H. Ider, C. L. Chen, A. Guermazi

Research output: Contribution to journalArticle

Abstract

A soil-reinforcement load transfer model was developed by the authors to simulate the response of the reinforced soil material to triaxial compression and direct shearing. This paper presents the application of the proposed model for the numerical analysis of direct shear tests on sand samples reinforced with different types of tension resisting reinforcements. A parametric study is conducted to evaluate the effect of the mechanical characteristics and dilatancy properties of the soil, extensibility (elastic modulus) of the reinforcements, and their inclination with respect to the failure surface on the response of the reinforced soil material to direct shearing. An attempt is made to verify the proposed model by comparing numerical test simulations with experimental results.

Original languageEnglish (US)
Pages (from-to)157-171
Number of pages15
JournalInternational Journal for Numerical and Analytical Methods in Geomechanics
Volume12
Issue number2
StatePublished - Mar 1988

Fingerprint

Shearing
Numerical analysis
Soils
Reinforcement
reinforcement
soil reinforcement
soil
dilatancy
elastic modulus
shear test
compression
Compaction
sand
Sand
Elastic moduli
simulation
analysis
material

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Computational Mechanics
  • Mechanics of Materials
  • Materials Science(all)
  • Earth and Planetary Sciences(all)
  • Environmental Science(all)

Cite this

Numerical analysis of the response of reinforced soils to direct shearing : Part 2. / Juran, Ilan; Ider, M. H.; Chen, C. L.; Guermazi, A.

In: International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 12, No. 2, 03.1988, p. 157-171.

Research output: Contribution to journalArticle

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