, A., Ghosh, A., Bera, A.K., 2005. Bearing capacity of square footing on pondash reinforced with jute-geotextile. Geotextiles and Geomembranes 23 (2),144–173.Huang, C., Tatsuoka, F., Sato, Y., 1994. Failure mechanisms of reinforced sand slopesloaded with a footing. Soils and Foundations 24 (2), 27–40.Jahanandish, M., Keshavarz, A., 2005. Seismic bearing capacity of foundations onreinforced soil slopes. Geotextiles and Geomembranes 23 (1), 1–25.Lee, K.M., Manjunath, V.R., 2000. Experimental and numerical studies of geo-synthetic-reinforced sand slopes loaded with a footing. Canadian GeotechnicalJournal 37, 828–842.Leshchinsky, D., Boedeker, R.H., 1990. Geosynthetic reinforced soil structure. Journalof Geotechnical Engineering. ASCE 115 (10), 1459–1477.Lesniewska, D., 1993. RESda numerical program for reinforced-soil slopes based onthe rigid-plastic theoretical model. Geotextiles and Geomembranes 12 (5),435–439. Mandal, J.N., Labhane, L., 1992. A procedure for the design and analysis of geo-synthetic reinforced soil slopes. Geotechnical and Geological Engineering 10 (4),291–319.McGown, A., Andraws, K.Z., Al-Hasani, M.M., 1978. Effect of inclusion properties onthe behaviour of sand. Ge ´otechnique 28 (3), 327–346.Meyerhof, G.G., 1957. The ultimate bearing capacity of foundations on slopes. In:Proceedings of the 4th International Conference on Soil Mechanics and Foun-dation Engineering, Vol. 1, pp. 384–386.Michalowsk, R.L., 1997. Stability of uniformly reinforced slopes. Journal ofGeotechnical and Geoenvironmental Engineering 123 (6), 546–556.Milligan, G.W.E., Fannin, R.J., Farrar, D.F., 1986. Model and full-scale tests of granularlayers reinforced with a geogrid. In: Proceedings, 3rd International Conferenceon Geotextiles, Vienna, Austria, April 7–11, pp. 61–66.Mosallanezhad, M., Hataf, N., Ghahramani, A., 2008. Experimental study of bearingcapacity of granular soils, reinforced with innovative grid-anchor system.Geotechnical Geological Engineering 26, 299–312.Omar, M., Das, B., Puri, V., Yen, S., 1993. Ultimate bearing capacity of shallowfoundations on sand with geogrid reinforcement. Canadian Geotechnical Jour-nal 30, 545–549.Patra, C.R., Das, B.M., Atalar, C., 2005. Bearing capacity of embedded strip foundationon geogrid-reinforced sand. Geotextiles and Geomembranes 23 (5), 454–462.Patra, C.R., Das, B.M., Bhoi, M., Shin, E.C., 2006. Eccentrically loaded strip foundationon geogrid-reinforced sand. Geotextiles and Geomembranes 24 (4), 254–259.Sawicki, A., Lesniewska, D., 1991. Stability of fabric reinforced cohesive soil slopes.Geotextiles and Geomembranes 10, 125–146.Schmertmann, G.R., Chourery-Curtis, V.E., Johnson, R.D., Bonaparte, R., 1987. Designcharts for geogrid-reinforced soil slopes. Proceedings Geosynthetics ‘87, Vol. 1,Industrial Fabrics Association Int., St. Paul, Minn., USA, pp. 108-120.Schneider, H.R., Holtz, R.D., 1986. Design of slopes reinforced with geotextiles andgeogrids. Geotextiles and Geomembranes 3 (1), 29–51.Selvadurai, A., Gnanendran, C., 1989. An experimental study of a footing located ona sloped fill: influence of a soil reinforcement layer. Canadian GeotechnicalJournal 26 (3), 467–473.Shields, D.H., Scott, J.D., Bauer, G.E., Deschenes, J.H., and Barsvary, A.K. 1977. Bearingcapacity of foundation near slopes. In: Proceedings of the 9th InternationalConference on Soil Mechanics and Foundation Engineering, Tokyo, Vol. 2, pp.715–720.Tatsuoka, F., Yamauchi, H., 1986. A reinforcing method for steep clay slopes usinga non-woven geotextile. Geotextiles and Geomembranes 4, 241–268.Yoo, C., 2001. Laboratory investigation of bearing capacity behavior of strip footingon geogrid-reinforced sand slope. Geotextiles and Geomembranes 19,279–298.Zhao, A., 1996. Limit analysis of geosynthetic-reinforced soil slopes. GeosyntheticsInternational 3 (6), 721–740.Zornberg, J.G., Sitar, N., Mitchell, J.K., 1998a. Performance of geosynthetic reinforcedslopes at failure. Journal of Geotechnical and Geoenvironmental Engineering124 (8), 670–683.Zornberg, J.G., Sitar, N., Mitchell, J.K., 1998b. Limit equilibrium as basis for design ofgeosynthetic reinforced slopes. Journal of Geotechnical and GeoenvironmentalEngineering 124 (8), 684–698.
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