Pullout resistance of bearing reinforcement embedded in marginal lateritic soil at molding water contents

AASHTO, 2002 Allen, 2015, Improved simplified method for prediction of loads in reinforced soil Walls, J. Geotech. Geoenviron. Eng., 1 Allen, 2013, Performance of an 11 m high block-faced geogrid wall designed using the K-stiffness method, Can. Geotech. J., 51, 16, 10.1139/cgj-2013-0261 ASTM D698-91, 1995, Test Method for Laboratory Compaction Characteristics of Soil Using Starndard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)), 69 Bergado, 1992, Pullout tests using steel grid reinforcements with low-quality backfill, J. Geotech. Eng., 118, 1047, 10.1061/(ASCE)0733-9410(1992)118:7(1047) Bergado, 1996, Prediction of pullout resistance and pullout force displacement relationship for inextensible grid reinforcements, Soils Found., 36, 11, 10.3208/sandf.36.4_11 Bergado, 1993, Interaction of lateritic soil and steel grid reinforcement, Can. Geotech. J., 30, 376, 10.1139/t93-032 Biabani, 2015, An evaluation of the interface behaviour of rail subballast stabilised with geogrids and geomembranes, Geotext. Geomembr., 43, 240, 10.1016/j.geotexmem.2015.04.002 BS8006, 1995 Chmoulian, 2015, Effect of axial stiffness on soil nail forces, 42 Clarke, 2013, Modelling discrete soil reinforcement in numerical limit analysis, Can. Geotech. J., 50, 705, 10.1139/cgj-2012-0387 Corey, 2014, Laboratory study on geosynthetic protection of buried steel-reinforced HDPE pipes from static loading, J. Geotech. Geoenviron. Eng., 140, 1, 10.1061/(ASCE)GT.1943-5606.0001113 Dyer, 1985 Elias, 2001 Esfandiari, 2012, Laboratory investigation on the effect of transverse member on pull out capacity of metal strip reinforcement in sand, Geotext. Geomembr., 35, 41, 10.1016/j.geotexmem.2012.07.002 Esmaili, 2014, Influence of matric suction on geotextile reinforcement-marginal soil interface strength, Geotext. Geomembr., 42, 139, 10.1016/j.geotexmem.2014.01.005 Ezzein, 2014, A new approach to evaluate soil-geosynthetic interaction using a novel pullout test apparatus and transparent granular soil, Geotext. Geomembr., 42, 246, 10.1016/j.geotexmem.2014.04.003 Farrag, 1995, Effect of moisture content on the interaction properties of geosynthetics, Geosynthetics, 95, 1031 Ferreira, 2015, Direct shear behaviour of residual soil-geosynthetic interfaces-influence of soil moisture content, soil density and geosynthetic type, Geosynth. Int., 257, 10.1680/gein.15.00011 Fleming, 2006, Shear strength of geomembrane–soil interface under unsaturated conditions, Geotext. Geomembr., 24, 274, 10.1016/j.geotexmem.2006.03.009 Hatami, 2015, Unsaturated soil-woven geotextile interface strength properties from small-scale pullout and interface tests, Geosynth. Int., 161, 10.1680/gein.15.00002 Horpibulsuk, 2010, Pullout resistance of bearing reinforcement embedded in sand, Soils Found., 50, 215, 10.3208/sandf.50.215 Horpibulsuk, 2011, Performance of earth wall stabilized with bearing reinforcements, Geotext. Geomembr., 29, 514, 10.1016/j.geotexmem.2011.05.002 Jayawickrama, 2014, Pullout resistance factors for steel MSE reinforcements embedded in Gravelly backfill, J. Geotech. Geoenviron. Eng., 141, 1 Keller, 1995, Experiences with mechanically stabilized structures and native soil backfill, Transp. Res. Rec., 1474, 30 Khoury, 2011, Unsaturated soil-geotextile interface behavior, Geotext. Geomembr., 29, 17, 10.1016/j.geotexmem.2010.06.009 Leshchinsky, 2012, Revisiting bearing capacity analysis of MSE walls, Geotext. Geomembr., 34, 100, 10.1016/j.geotexmem.2012.05.006 Li, 2012, Mobilization of reinforcement forces in fiber-reinforced soil, J. Geotech. Geoenviron. Eng., 139, 107, 10.1061/(ASCE)GT.1943-5606.0000745 Li, 2015, Modeling and prediction of the effects of moisture on the unconfined compressive and tensile strength of soils, J. Geotech. Geoenviron. Eng., 141, 1, 10.1061/(ASCE)GT.1943-5606.0001308 Liu, 2015, Reinforcement load and compression of reinforced soil mass under surcharge loading, J. Geotech. Geoenviron. Eng., 141, 1, 10.1061/(ASCE)GT.1943-5606.0001300 Liu, 2009, Large scale direct shear tests of soil/PET-yarn geogrid interfaces, Geotext. Geomembr., 27, 19, 10.1016/j.geotexmem.2008.03.002 NCMA, 2002 Oloo, 1996, A method for determination of ϕb for statically compacted soils, Can. Geotech. J., 33, 272, 10.1139/t96-006 Palmeira, 2004, Bearing force mobilisation in pull-out tests in geogrids, Geosynth. Int., 22, 481 Park, 2013, Field and laboratory investigation of pullout resistance of steel anchors in rock, J. Geotech. Geoenviron. Eng., 139, 2219, 10.1061/(ASCE)GT.1943-5606.0000953 Portelinha, 2014, Field performance of retaining walls reinforced with woven and nonwoven geotextiles, Geosynth. Int., 270, 10.1680/gein.14.00014 Rousé, 2014, Sand strength for back-analysis of pull-out tests at large displacement, Géotechnique, 320, 10.1680/geot.13.T.021 Sukmak, 2015, Effect of fine content on the pullout resistance mechanism of bearing reinforcement embedded in cohesive-frictional soils, Geotext. Geomembr., 43, 107, 10.1016/j.geotexmem.2014.11.010 Suksiripattanapong, 2013, Pullout resistance of bearing reinforcement embedded in coarse-grained soils, Geotext. Geomembr., 36, 44, 10.1016/j.geotexmem.2012.10.008 Tatlisoz, 1998, Interaction between reinforcing geosynthetics and soil-tire chip mixtures, J. Geotech. Geoenviron. Eng., 124, 1109, 10.1061/(ASCE)1090-0241(1998)124:11(1109) Vahedifard, 2014, Impact of cohesion on seismic design of geosynthetic-reinforced earth structures, J. Geotech. Geoenviron. Eng., 140, 1, 10.1061/(ASCE)GT.1943-5606.0001099 Zhang, 2014, Time-dependent pullout behavior of glass fiber reinforced polymer (GFRP) soil nail in sand, Can. Geotech. J., 52, 671, 10.1139/cgj-2013-0381