THEORY OF CONSOLIDATION FOR CLAYS.

Gholamreza Mesri, Anoushiravan Rokhsar

Research output: Contribution to journalArticlepeer-review

Abstract

A large strain theory of one-dimensional consolidation for normally consolidated and overconsolidated or aged clays which considers the changes in compressibility and permeability during the consolidation and included secondary compression, shows that the consolidation process in clays is controlled by indexes of compression, recompression, secondary compression, permeability and the critical pressure ratio, load-increment ratio, and the magnitude of total compression.

Original languageEnglish (US)
Pages (from-to)889-904
Number of pages16
JournalASCE J Geotech Eng Div
Volume100
Issue numberGt8
StatePublished - Jan 1 1974
Externally publishedYes

ASJC Scopus subject areas

  • Engineering(all)

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