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Bibliography
Adams M.T., and Collin J.G. Large model spread footing load tests on geosynthetic reinforced soil foundations. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 123 1 (1997) 66-72
Akinmusuru J.O., and Akinboladeh J.A. Stability of loaded footings on reinforced soil. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 107 6 (1981) 819-827
Amar S., Baguelin F., Canepa Y., and Frank R. Experimental study of the settlement of shallow foundations. Vertical and Horizontal Deformations of Foundations and Embankments, ASCE 2 40 (1994) 1602-1610
Basudhar P.K., Saha S., and Deb K. Circular footings resting on geotextile-reinforced sand bed. Geotextiles and Geomembranes 25 6 (2007) 377-384
Beneito, C., Gotteland, P.H., 2001. Three-dimensional numerical modeling of geosynthetics mechanical behavior. In: Proceedings of the Second International FLAC Symposium on Numerical Modeling in Geomechanics, Lyon, France, 29-31 October.
Binquet J., and Lee K.L. Bearing capacity tests on reinforced earth slabs. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 101 12 (1975) 1241-1255
Boushehrian J.H., and Hataf N. Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sand. Geotextiles and Geomembranes 23 2 (2003) 144-173
Briaud, J.L., Jeanjean, P., 1994. Load settlement curve method for spread footings of sand. In: Proceedings of Settlement '94, Vertical and Horizontal Deformations of Foundations and Embankments, vol. 2, New York, ASCE, pp. 1774-1804.
Das B.M., and Larbi-Cherif S. Bearing capacity of two closely spaced shallow foundations on sand. Soils and Foundations 23 1 (1983) 1-7
Das B.M., and Larbi-Cherif S. Ultimate bearing capacity of closely spaced strip foundations. TRB, Transportation Research Record 945 (1983) 37-39
Das, B.M., Shin, E.C., 1999. Bearing capacity of strip footing on geogrid-reinforced sand. In: Proceedings of the 11th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Hong, Rotterdam, pp. 189-192.
De Beer E.E. Experimental determination of the shape factors and the bearing capacity factors of sand. Geotechnique 20 4 (1970) 387-411
DeBorst R., and Vermeer P.A. Possibilities and limitations of finite elements for limit analysis. Geotechnique 34 2 (1984) 199-210
Dewaikar D.M., and Mohapatro B.G. Computation of bearing capacity factor Nγ-Terzaghi's mechanism. International Journal of Geomechanics, ASCE 3 1 (2003) 123-128
El Sawwaf M.A. Behavior of strip footing on geogrid-reinforced sand over a soft clay slope. Geotextiles and Geomembranes 25 1 (2007) 50-60
Erickson H.L., and Drescher A. Bearing capacity of circular footings. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 128 1 (2002) 38-43
Fragaszy R.J., and Lawton E.C. Bearing capacity of reinforced sand subgrades. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 110 10 (1984) 1500-1507
Frydman S., and Burd H.J. Numerical studies of bearing capacity factor Nγ. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 123 1 (1997) 20-29
Ghionna V.N., Jamiolkowski M., Pedroni S., and Salgado R. The tip displacement of drilled shafts in sand. Vertical and horizontal deformation of foundations and embankments. ASCE 2 40 (1994) 1039-1057
Ghosh A., Ghosh A., and Bera A.K. Bearing capacity of square footing on pond ash reinforced with jute-geotextile. Geotextiles and Geomembranes 23 2 (2005) 144-173
Graham J., Raymond G.P., and Suppiah A. Bearing capacity of three closely spaced footings on sand. Geotechnique 34 2 (1984) 173-182
Guido V.A., Chang D.K., and Sweeney M.A. Comparison of geogrid and geotextile reinforced earth slabs. Canadian Geotechnical Journal 23 (1986) 435-440
Hansen, B.J., 1970. A revised and extended formula for bearing capacity. Bulletin No. 28. Danish Geotechnical Institute Copenhagen, Denmark, p. 21.
Hjiaj M., Lyamin A.V., and Sloan S.W. Numerical limit analysis solutions for the bearing capacity factor Nγ. International Journal of Solids and Structures 42 (2005) 1681-1704
Huang, C.C., Tatsuoka, F., 1988. Prediction of bearing capacity in level sandy ground reinforced with strip reinforcement. In: Proceedings of International Geotechnical Symposium on Theory and Practice of Earth Reinforcement, Fukuoka, Kyushu, Japan, pp. 191-196.
Huang C.C., and Tatsuoka F. Bearing capacity of reinforced horizontal sandy ground. Geotextiles and Geomembranes 9 1 (1990) 51-82
ITASCA Group. FLAC-Fast Lagrangian Analysis of Continua, Version 2.0. ITASCA Consulting Group, Inc., Minneapolis, 1997.
Khing, K.H., Das, B.M., Puri, V.K., Cook, E.D., Yen, S.C., 1992. Bearing capacity of two closely-spaced strip foundation on geogrid-reinforced sand. In: Proceedings of International Symposium on Earth Reinforcement Practice, vol. 1, Fukuoka, Japan, pp. 619-624.
Kumar A., and Saran S. Closely spaced footings on geogrid-reinforced sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 129 7 (2003) 660-664
Kumbhojkar A.S. Numerical evaluation of Terzaghi's Nγ. Journal of Geotechnical Engineering, ASCE 119 3 (1993) 598-607
Lee J., and Salgado R. Estimation of bearing capacity of circular footings on sands based on cone penetration test. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 131 4 (2005) 442-452
Meyerhof G.G. The ultimate bearing capacity of foundations. Geotechnique 3 2 (1952) 301-332
Meyerhof G.G. Bearing capacity and settlement of pile foundations. Journal of Geotechnical Engineering, ASCE 91 2 (1965) 21-31
Omar M.T., Das B.M., Yen S.C., Puri V.K., and Cook E.E. Ultimate bearing capacity of rectangular foundations on geogrid-reinforced sand. Geotechnical Testing Journal, ASTM 16 2 (1993) 246-252
Omar M.T., Das B.M., Puri V.K., and Yen S.C. Ultimate bearing capacity of shallow foundations on sand with geogrid reinforcement. Canadian Geotechnical Journal 30 (1993) 545-549
Patra C.R., Das B.M., and Atalar C. Bearing capacity of embedded strip foundation on geogrid-reinforced sand. Geotextiles and Geomembranes 23 5 (2005) 454-462
Patra C.R., Das B.M., Bhoi M., and Shin E.C. Eccentrically loaded strip foundation on geogrid-reinforced sand. Geotextiles and Geomembranes 24 4 (2006) 254-259
Schanz T., and Vermeer P.A. Angle of friction and dilatancy of sand. Geotechnique 46 1 (1996) 145-151
Stuart J.G. Interference between foundations with special reference to surface footings in sand. Geotechnique 12 1 (1962) 15-23
Ukritchon B., Whittle A.J., and Klangvijit M. Calculations of bearing capacity factor Nγ using numerical limit analyses. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 129 6 (2003) 468-474
Vesic A.S. Analysis of ultimate loads of shallow foundations. Journal of Soil Mechanics and Foundations, ASCE 99 1 (1973) 45-73
Wang M.C., and Jao M. Behavior of interacting parallel strip footing. Electronic Journal of Geotechnical Engineering 7 A (2002)
Yetimoglu T., Wu J.T.H., and Saglamer A. Bearing capacity of rectangular footings on geogrid reinforced sand. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 120 12 (1994) 2083-2099
Yetimoglu T., Inanir M., and Inanir O. A study on bearing capacity of randomly distributed fiber-reinforced sand fills overlying soft clay. Geotextiles and Geomembranes 23 2 (2005) 174-183
Yin J.H., Wang Y.J., and Selvadurai A.P.S. Influence of nonassociativity on the bearing capacity of a strip footing. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 127 11 (2001) 985-989
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