Discussion of “Estimation of Bearing Capacity of Circular Footings on Sands Based on Cone Penetration Test” by Junhwan Lee and Rodrigo Salgado
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 11
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References
Bolton, M. D. (1986). “The strength and dilatancy of sands.” Geotechnique, 36(1), 65–78.
Bolton, M. D., and Lau, C. K. (1993). “Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil.” Can. Geotech. J., 30, 1024–1033.
Briaud, J. L., and Gibbens, R. (1994). “Test and prediction results for five large spread footings on sand.” Predicted and measured behavior of five spread footings on sand, Geotechnical Special Publication No. 41, ASCE, New York, 92–128.
Brinch Hansen, J. (1970). “A revised and extended formula for bearing capacity.” Bulletin No. 28, Danish Geotechnical Institute, Copenhagen, Denmark.
De Beer, E. E. (1965). “Influence of the mean normal stress on the shearing strength of sand.” Proc., 6th Int. Conf. on Soil Mech. and Found. Engrg., Vol. 1, 165–169, Montreal, Canada.
De Beer, E. E. (1970). “Experimental determination of the shape factors and the bearing capacity factors of sand.” Geotechnique, 20(4), 387–411.
Gibbens, R., and Briaud, J. L. (1994). “Data and prediction request for the spread footing prediction event.” Predicted and measured behavior of five spread footings on sand, Geotechnical Special Publication No. 41, ASCE, New York, 11–85.
Ko, H. Y., and Davidson, L. W. (1973). “Bearing capacity of footings in plane strain.” J. Soil Mech. and Found. Div., 99(1), 1–23.
Michalowski, R. L. (1997). “An estimate of the influence of soil weight on bearing capacity using limit analysis.” Soils Found., 37(4), 57–64.
Perkins, S., and Madson, C., (2000). “Bearing capacity of shallow foundations on sand: A relative density approach.” J. Geotech. Geoenviron. Eng., 126(6), 521–530.
Rodríguez-Roa, F. (1977). “Finite-element analysis of axisymmetric foundations by using a new elastoplastic stress-strain theory for cohesionless soil.” Ph.D. thesis, Universidad Politécnica de Madrid, Spain (in Spanish).
Rodríguez-Roa, F. (2000). “Observed and calculated load-settlement relationship in a sandy gravel.” Can. Geotech. J., 37, 332–342.
Rodríguez-Roa, F. (2003). “Observed and predicted behavior of Maipo River sand.” Soils Found., Tokyo, 43(5), 1–11.
Vesic, A. S. (1963). “Bearing capacity of deep foundations in sand.” National Academy of Sciences, National Research Council, Highw. Res. Rec., 39, 112–153.
Vesic, A. S. (1973). “Analysis of ultimate loads of shallow foundations.” J. Soil Mech. and Found. Div., 99(1), 45–73.
Villalobos, F. A. (2000). “Análisis teórico-experimental de la capacidad de soporte de fundaciones superficiales apoyadas sobre suelos arenosos.” MSc thesis, Pontificia Universidad Católica de Chile, Santiago, Chile (in Spanish).
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Published online: Nov 1, 2006
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