Undrained shear strength from cone penetration tests

T. D. Stark, J. E. Juhrend

Research output: Contribution to journalArticlepeer-review

Abstract

Results of unconsolidated-undrained triaxial tests, field vane shear tests and cone penetration tests have been used to develop correlations between undrained shear strength and cone resistence for a soft to medium alluvial clay in the Lopez Canyon area of San Diego. The difference in the measured values of shear strength is most likely due to soil anisotropy and/or differences between triaxial and vane shear tests. -from Authors

Original languageEnglish (US)
Pages (from-to)327-330
Number of pages4
JournalUnknown Journal
StatePublished - Jan 1 1990
Externally publishedYes

ASJC Scopus subject areas

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

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