Development of T-Z curves for cemented fine-grained soil deposits

K. D. Walsh, Sandra Houston, W. N. Houston

Research output: Chapter in Book/Report/Conference proceedingChapter

6 Scopus citations

Abstract

The results of several load tests in calcareous cemented fine-grained soils in the arid southwestern US are reviewed. It is demonstrated that significantly higher deflections are required to develop the peak skin friction in these soils than in the soils for which most of the available curves were developed. Deflections at peak skin friction are typically 25 mm (1 in.) or more. This results in an increase in the deflection required to attain a given fraction of ultimate load. Although cemented soil deposits have high shear-strength parameters, deflections may exceed expectations for working loads. -from Authors

Original languageEnglish (US)
Title of host publicationJournal of Geotechnical Engineering - ASCE
Pages886-895
Number of pages10
Volume121
Edition12
StatePublished - 1995

ASJC Scopus subject areas

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

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    Walsh, K. D., Houston, S., & Houston, W. N. (1995). Development of T-Z curves for cemented fine-grained soil deposits. In Journal of Geotechnical Engineering - ASCE (12 ed., Vol. 121, pp. 886-895)