TY - JOUR
T1 - Pull-out resistance of geogrid reinforcements
AU - Farrag, Khalid
AU - Acar, Yalcin B.
AU - Juran, Ilan
N1 - Funding Information:
Design, construction, and performance assessment of the pull-out testing facility at GERL are supported by funds awarded and provided to
Copyright:
Copyright 2014 Elsevier B.V., All rights reserved.
PY - 1993
Y1 - 1993
N2 - 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.
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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U2 - 10.1016/0266-1144(93)90003-7
DO - 10.1016/0266-1144(93)90003-7
M3 - Article
AN - SCOPUS:0027470348
VL - 12
SP - 133
EP - 159
JO - Geotextiles and Geomembranes
JF - Geotextiles and Geomembranes
SN - 0266-1144
IS - 2
ER -