Pull-out resistance of geogrid reinforcements

Khalid Farrag, Yalcin B. Acar, Ilan Juran

Research output: Contribution to journalArticle

Abstract

Testing equipment, specimen preparation and testing procedures are presented for load-controlled and displacement-rate-controlled pull-out tests for geosynthetic reinforcements in granular soils. The influence of the test type, confining pressure, soil density, boundary conditions, and geotextile characteristics on pull-out load-displacement response of selected geogrids embedded in sand are evaluated. Implications for testing procedure and analysis are discussed.

Original languageEnglish (US)
Pages (from-to)133-159
Number of pages27
JournalGeotextiles and Geomembranes
Volume12
Issue number2
DOIs
StatePublished - 1993

Fingerprint

reinforcement
Reinforcement
Specimen preparation
Soils
Equipment testing
Geotextiles
geotextile
geosynthetics
Testing
confining pressure
boundary condition
Sand
soil
Boundary conditions
sand
geogrid
test
analysis
rate

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Materials Science(all)
  • Earth and Planetary Sciences(all)
  • Environmental Science(all)

Cite this

Pull-out resistance of geogrid reinforcements. / Farrag, Khalid; Acar, Yalcin B.; Juran, Ilan.

In: Geotextiles and Geomembranes, Vol. 12, No. 2, 1993, p. 133-159.

Research output: Contribution to journalArticle

Farrag, Khalid ; Acar, Yalcin B. ; Juran, Ilan. / Pull-out resistance of geogrid reinforcements. In: Geotextiles and Geomembranes. 1993 ; Vol. 12, No. 2. pp. 133-159.
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