Constitutive modelling of soil behaviour using three modulus hypoelasticity

Jianhua Yin, J. Graham, F. Saadat, F. Azizi

Research output: Journal article publicationJournal articleAcademic researchpeer-review

Abstract

A constitutive model has been presented which relates stress changes and strains in soils to three modulus functions. The three moduli can be obtained from normalized stress-strain behaviour in easily performed isotropic consolidation tests and (preferably undrained) triaxial compression tests. Models have been calibrated and validated for compacted sand-bentonite buffer mixtures with two different initial densities, for medium dense sand from China, and for stiff plastic clay from France. -from Authors
Original languageEnglish
Pages (from-to)143-147
Number of pages5
JournalProc. 12th international conference on soil mechanics and foundation engineering, Rio de Janeiro, 1989. Vol. 1
Publication statusPublished - 1 Jan 1990

ASJC Scopus subject areas

  • Environmental Science(all)
  • Earth and Planetary Sciences(all)

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