DISCUSSIONS AND CLOSURES
Nov 1, 1991
Discussion of “Kinematical Limit Analysis for Design of Soil‐Nailed Structures” by Ilan Juran, George Baudrand, Khalid Farrag, and Victor Elias, (January, 1990, Vol. 116, No. 1)
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: R. A. Jewell and M. J. PedleyAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 117, Issue 11
0733-9410(1991)117:11(1824.2)/asset/60da40c0-5a27-488b-9529-111841368d18/assets/(asce)0733-9410(1991)117:11(1824.2).fp.png)
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References
1.
Blondeau, F., Christiansen, M., Guilloux, A., and Schlosser, F. (1984). “TALREN Methode de calcul des ouvrages en terre renforcee.” Proc. Int. Conf. on In‐Situ Soil and Rock Reinforcement, Presse de l'Ecole Nationale des Ponts et Chausees, Paris, France, 219–224.
2.
Calladine, C. R. (1985). Plasticity for engineers, Ellis Horwood.
3.
Elias, V., and Juran, I. (1988). Manual of practice for soil nailing. Preliminary draft, USA DTp, FHA Contract DTFH‐61‐85‐C‐00142.
4.
Jewell, R. A., and Pedley, M. J. (1990). “Soil nailing design—The role of bending stiffness.” Ground Engineering, 22(10).
5.
Mitchell, J. K., and Villet, W. C. B., eds. (1987). Reinforcement of earth slopes and embankments. NCHRP Report 290, Transportation Research Board, National Research Council, Washington, D.C.
6.
Schlosser, F. (1983). “Analogies et differences dan le comportement et le calcul des ouvrages de soutenement en terre armee et par clouage du sol.” Annales ITBTP, No 418, Sols et Fondations 184, October, 8–23.
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Journal of Geotechnical Engineering
Volume 117 • Issue 11 • November 1991
Pages: 1824 - 1829
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Copyright © 1991 ASCE.
History
Published online: Nov 1, 1991
Published in print: Nov 1991
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R. A. Jewell
Res. Fellow, Dept. of Engrg. Sci., Univ. of Oxford, Parks Road, Oxford OX1 3PJ, England
M. J. Pedley
Design Engr., Cementation Piling and Foundation Ltd., Cementation House, Denham Way, Rickmansworth WD3 25W, England
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