Discussion: Vertical Uplift Capacity of Horizontal Anchors
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Volume 122, Issue 2
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References
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Bouazza, A. (1990). “Uplift behaviour of circular plate anchors in cohesionless soils,” PhD thesis, University of Glasgow, Glasgow, U.K.
2.
Bouazza, A. (1991). “Sand deformations around a shallow plate anchor embedded in sand.”Proc., 9th Asian Conf. Soil Mech. and Found. Engrg., Vol. 1, Bangkok, Thailand, 307–310.
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Bouazza, A. (1993). “Uplift behaviour of plate anchors embedded in sands: effect of grain shape, relative density and depth.”Proc., 2nd Int. Seminar-workshop on Anchorage Engrg. ( FDCR 2 ), RILEM, Vienna, Austria, 647–657.
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Fadl, M. O. (1981). “Behaviour of plate anchors,” PhD thesis, University of Glasgow, Glasgow, U.K.
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Ovesen, N. K. (1981). “Centrifuge tests to determine the uplift capacity of anchor slabs in sand.”Proc., 10th Int. Conf. Soil Mech. and Found. Engrg., Vol. 1, Stockholm, Sweden, 712–722.
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Sutherland, H. B. (1965). “Model studies for shaft raising through cohesionless soils.”Proc., 6th Int. Conf. Soil Mech. and Found. Engrg., Vol. 2, Montréal, Canada, 410–413.
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Sutherland, H. B., Finlay, T. W., and Fadl, M. O. (1983). “Uplift capacity of embedded anchors in sand.”Proc., 3rd Int. Conf. on the Behaviour of Offshore Structures, Vol. 2, Cambridge, Mass., 451–463.
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Feb 1, 1996
Published in print: Feb 1996
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