Creep compliance response of a cohesive soil

Robert L. Kondner*, Raymond John Krizek

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

1 Scopus citations

Abstract

The creep response of a cohesive soil tested in uniaxial compression is presented in terms of a creep compliance function. The variables considered include strain, time, stress level, and moisture content. The soil response is definitely nonlinear, but the stress dependence of the creep compliance is written in explicit form. Variations in moisture content are handled by normalizing the response with respect to the unconfined compressive strength as a consistency index. The compliance method of response representation is related to theoretical aspects of the viscoelasticity of cohesive soils. Nonlinear aspects of soil response are discussed.

Original languageEnglish (US)
Pages (from-to)366-373
Number of pages8
JournalJournal of the Franklin Institute
Volume279
Issue number5
StatePublished - May 1 1965

ASJC Scopus subject areas

  • Modeling and Simulation
  • Control and Optimization
  • Applied Mathematics
  • Electrical and Electronic Engineering
  • Control and Systems Engineering
  • Information Systems and Management
  • Signal Processing

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