Pullout behavior of geosynthetic reinforcement in biocemented soils

Abdi, 2011, Pullout tests conducted on clay reinforced with geogrid encapsulated in thin layers of sand, Geotext. Geomembranes, 29, 588, 10.1016/j.geotexmem.2011.04.004 Bilgin, 2014, Effect of reinforcement type on the design reinforcement length of mechanically stabilized earth walls, Eng. Struct., 59, 663, 10.1016/j.engstruct.2013.11.013 Bergado, 1987, Laboratory pull-out tests using bamboo and polymer geogrids including a case study, Geotext. Geomembranes, 5, 153, 10.1016/0266-1144(87)90015-X Chu, 2012, Microbially induced calcium carbonate precipitation on surface or in the bulk of soil, Geomicrobiol. J., 29, 544, 10.1080/01490451.2011.592929 Chen, 2008, Model tests of geocell retaining structures, Geotext. Geomembranes, 26, 56, 10.1016/j.geotexmem.2007.03.001 Chen, 2007, Centrifuge modeling test of a geotextile-reinforced wall with a very wet clayey backfill, Geotext. Geomembranes, 25, 346, 10.1016/j.geotexmem.2007.01.003 Chen, 2014, Investigating geogrid-reinforced ballast: experimental pull-out tests and discrete element modeling, Soils Found., 54, 1, 10.1016/j.sandf.2013.12.001 Calvarano, 2013, Experimental and theoretical study on interference phenomena between the bearing members of different geogrids in pullout loading conditions Cheng, 2013, Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation, Can. Geotech. J., 50, 81, 10.1139/cgj-2012-0023 Cheng, 2016, Urease active bioslurry: a novel soil improvement approach based on microbially induced carbonate precipitation, Can. Geotech. J., 53, 1376, 10.1139/cgj-2015-0635 DeJong, 2010, Bio-mediated soil improvement, Ecol. Eng., 36, 197, 10.1016/j.ecoleng.2008.12.029 DeJong, 2013, Biogeochemical processes and geotechnical applications: progress, opportunities and challenges, Geotechnique, 63, 287, 10.1680/geot.SIP13.P.017 Fakharian, 2010, Effect of materials and loading parameters 433 on monotonic and post-cyclic pullout resistance of geogrids, 661 Gao, 2019, Mechanical behaviour of biocemented sands at various treatment levels and relative densities, Acta Geotech, 14, 697, 10.1007/s11440-018-0729-3 Gao, 2019, Calcium carbonate precipitation catalyzed by soybean urease as an improvement method for fine-grained soil, Soils Found., 59, 1631, 10.1016/j.sandf.2019.03.014 He, 2019, Research advances and challenges in biogeotechnologies, Geotech. Research, 6, 144, 10.1680/jgere.18.00035 He, 2016, Research advances in biogeotechnologies, Chin. J. Geotech. Eng., 38, 643 Hang, 2019, Mechanical behaviour of biocemented sand under triaxial consolidated undrained or constant shear drained conditions, Geomech. Eng., 17, 497 He, 2020, Characterization of crude bacterial urease for CaCO3 precipitation and cementation of silty sand, J. Mater. Civ. Eng., 32, 10.1061/(ASCE)MT.1943-5533.0003100 Jewell, 1985, Interaction between soil and geogrids, 18 Khedkar, 2009, Pullout behaviour of cellular reinforcements, Geotext. Geomembranes, 27, 262, 10.1016/j.geotexmem.2008.12.003 Kim, 2017, Evaluation of the grouting in the sandy ground using bio injection material, Geomech. Eng., 12, 739, 10.12989/gae.2017.12.5.739 Lajevardi, 2013, Analysis of soil-welded steel mesh reinforcement interface interaction by pull-out tests, Geotext. Geomembranes, 40, 48, 10.1016/j.geotexmem.2013.08.002 Lajevardi, 2015, Geosynthetics anchorage with wrap around: experimental and numerical studies, Geosynth. Int., 22, 273, 10.1680/gein.15.00010 Lin, 2018, Bio-grouting to enhance axial pull-out response of pervious concrete ground improvement piles, Can. Geotech. J., 55, 119, 10.1139/cgj-2016-0438 1987, 7476 Palmeira, 1989, Scale and other factors affecting the results of pull-out tests of grids buried in sand, Geotechnique, 39, 511, 10.1680/geot.1989.39.3.511 Paassen, 2012, Direct shear strength of biologically cemented gravel, 968 Rahmaninezhad, 2019, Stress distributions and pullout responses of extensible and inextensible reinforcement in soil using different normal loading methods, Geotech. Test J., 42, 1606, 10.1520/GTJ20180102 Sadat Taghavi, 2017, Experimental analysis of large-scale pullout tests conducted on polyester anchored geogrid reinforcement systems, Can. Geotech. J., 54, 621, 10.1139/cgj-2016-0365 Sugimoto, 2001, Influence of rigid and flexible face on geogrid pullout tests, Geotext. Geomembranes, 19, 257, 10.1016/S0266-1144(01)00011-5 Sukmak, 2015, Effect of fine content on the pullout resistance mechanism of bearing reinforcement embedded in cohesive-frictional soils, Geotext. Geomembranes, 43, 107, 10.1016/j.geotexmem.2014.11.010 Tang, 2010, Interfacial shear strength of fiber reinforced soil, Geotext. Geomembranes, 28, 54, 10.1016/j.geotexmem.2009.10.001 Thomas O'Donnell, 2015, Stiffness and dilatancy improvements in uncemented sands treated through MICP, J. Geotech. Geoenviron. Eng., 141 Touahamia, 2002, Shear strength of reinforced recycled material, Construct. Build. Mater., 16, 331, 10.1016/S0950-0618(02)00029-6 Van Paassen, 2010, Quantifying biomediated ground improvement by ureolysis: large-scale biogrout experiment, J. Geotech. Geoenviron. Eng., 136, 1721, 10.1061/(ASCE)GT.1943-5606.0000382 Whiffin, 2004 Whiffin, 2007, Microbial carbonate precipitation as a soil improvement technique, Geomicrobiol. J., 24, 417, 10.1080/01490450701436505 Wilson-Fahmy, 1994, Experimental behavior of polymeric geogrids in pullout, J. Geotech. Eng., 120, 661, 10.1061/(ASCE)0733-9410(1994)120:4(661) Won, 2007, Internal deformation behavior of geosynthetic-reinforced soil walls, Geotext. Geomembranes, 25, 10, 10.1016/j.geotexmem.2006.10.001 Wu, 2020, Biogrouting method for stronger bond strength for aggregates, J. Geotech. Geoenviron. Eng., 146, 10.1061/(ASCE)GT.1943-5606.0002386 Yang, 2020, Influence of failure mechanism on seismic bearing capacity factors for shallow foundations near slopes, Geotechnique, 1 Yang, 2019, Internal stability analysis of reinforced convex highway embankments considering seismic loading, Geotext. Geomembranes, 48, 221, 10.1016/j.geotexmem.2019.11.001 Yoo, 2008, Performance of a two-tier geosynthetic reinforced segmental retaining wall under a surcharge load: full-scale load test and 3D finite element analysis, Geotext. Geomembranes, 26, 460, 10.1016/j.geotexmem.2008.05.008 Zamani, 2018, Undrained monotonic shear response of MICP-treated silty sands, J. Geotech. Geoenviron. Eng., 144, 10.1061/(ASCE)GT.1943-5606.0001861 Zhang, 2006, Triaxial tests of sand reinforced with 3D inclusions, Geotext. Geomembranes, 24, 201, 10.1016/j.geotexmem.2006.03.004 Zheng, 2017, Pull-out test study of interface behavior between triaxial geogrid and soil, Chin. J. Geotech. Eng., 38, 317