Discussion of “Bearing Capacity of Shallow Foundations on Noncohesive Soils” by Alan J. Lutenegger and Michael Adams
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Volume 122, Issue 2
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References
1.
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, ASCE, New York, N.Y., 92–128.
2.
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, ASCE, New York, N.Y., 11–91.
3.
Kutter, B. L., Abghari, A., and Cheney, J. A. (1988). “Strength parameters for bearing capacity of sand.” J. Geotech. Engrg., ASCE, 114(4), 491–497.
4.
Meyerhof, G. G. (1953). “An investigation for the foundations of a bridge on dense sand.” Proc., 3rd Int. Conf. on Soil Mech. and Found. Engrg., 2, 66–70.
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Meyerhof, G. G. (1955). “Influence of roughness of base and groundwater conditions on the ultimate bearing capacity of foundations.” Géotechnique, London, England, 5, 227–242.
6.
Williams, A. A. B. (1957). “Studies of the shear strength and bearing capacity of some partially saturated sands.” Proc., 4th Int. Conf. Soil Mech. and Found. Engrg., 1, 453–456.
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Copyright © 1996 ASCE.
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Published online: Feb 1, 1996
Published in print: Feb 1996
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