Discussion of “Large Model Spread Footing Load Tests on Geosynthetic Reinforced Soil Foundations” by Michael T. Adams and James G. Collin
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 124, Issue 11
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References
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Broms, B. (1971). “Lateral earth pressures due to compaction of cohesionless soils.”Proc., 4th Int. Conf. on Soil Mech. and Found. Engrg., 373–384.
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D'Appolonia, D. J., D'Appolonia, E., and Brissette, R. F.(1968). “Settlement of spread footings on sand.”J. Soil Mech. and Found. Div., ASCE, 94(3), 735–760.
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Lade, P. V., and Duncan, J. M.(1976). “Stress-path dependent behavior of cohesionless soil.”J. Geotech. Engrg., ASCE, 102(1), 51–68.
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Lambrechts, J. R., and Leonards, G. A.(1978). “Effects of stress history on deformation of sand.”J. Geotech. Engrg., ASCE, 104(11), 1371–1378.
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Omar, M. T., Das, B. M., Puri, V. K., and Yen, S. C.(1993). “Ultimate bearing capacity of shallow foundations on sand with geogrid reinforcement.”Can. J. Geotech. Engrg., 30(3), 545–549.
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Singh, H. R. (1988). “Bearing capacity of reinforced soil beds,” PhD thesis, Indian Institute of Science, Bangalore, India.
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Copyright © 1998 American Society of Civil Engineers.
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Published online: Nov 1, 1998
Published in print: Nov 1998
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