Pull-out resistance of geogrid reinforcements

Khalid Farrag; Yalcin B. Acar; Ilan Juran

doi:10.1016/0266-1144(93)90003-7

Pull-out resistance of geogrid reinforcements

Khalid Farrag, Yalcin B. Acar, Ilan Juran

Civil and Urban Engineering

Research output: Contribution to journal › Article › peer-review

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 language	English (US)
Pages (from-to)	133-159
Number of pages	27
Journal	Geotextiles and Geomembranes
Volume	12
Issue number	2
DOIs	https://doi.org/10.1016/0266-1144(93)90003-7
State	Published - 1993

ASJC Scopus subject areas

Materials Science(all)
Geotechnical Engineering and Engineering Geology

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title = "Pull-out resistance of geogrid reinforcements",

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.",

author = "Khalid Farrag and Acar, {Yalcin B.} and Ilan Juran",

year = "1993",

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AU - Juran, Ilan

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AB - 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.

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