DISCUSSIONS AND CLOSURES
Mar 1, 2000
Limit Equilibrium as Basis for Design of Geosynthetic Reinforced Slopes
Authors: Mauricio Ehrlich, Bruno T. Dantas, Jorge G. Zornberg, Nicholas Sitar, and James K. MitchellAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 3
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References
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Adib, M. E. ( 1988). “Internal lateral earth pressure in earth walls,” PhD dissertation, University of California, Berkeley, Calif.
2.
Dantas, B. T. ( 1998). “Working stress analysis method for reinforced soil slopes,” MSc thesis, COPPE, Federal University of Rio de Janeiro, Rio de Janeiro (in Portuguese).
3.
Duncan, J. M., and Seed, R. B. (1986). “Compaction-induced earth pressures under K0-conditions.”J. Geotech. Engrg., ASCE, 112(1), 1–22.
4.
Ehrlich, M., and Mitchell, J. K. (1994). “Working stress design method for reinforced soil walls.”J. Geotech. Engrg., ASCE, 120(4), 625–645.
5.
Jewell, R. A. (1985). “Limit equilibrium analysis of reinforced soil walls.” Proc., 11th Int. Conf. on Soil Mech. and Found., 1705–1708.
6.
Seed, R. B., and Duncan, J. M. (1986). “FE analyses: Compactioninduced stresses and deformations.”J. Geotech. Engrg., ASCE, 112(1), 23–43.
7.
Leshchinsky, D. (1999). “Stability of geosynthetic reinforced steep slopes.” Proc., Int. Symp. on Slope Stability Engrg., IS-Shikoku, Balkema, Rotterdam, The Netherlands (in press).
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Published online: Mar 1, 2000
Published in print: Mar 2000
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Authors
Affiliations
Mauricio Ehrlich
Member, ASCE
Bruno T. Dantas
Member, ASCE
Jorge G. Zornberg
Nicholas Sitar
James K. Mitchell
Members, ASCE
Honorary Member, ASCE
Assoc. Prof., COPPE, Fed. Univ. of Rio de Janeiro, Cx. P.: 68506, RJ 21945-970, Brazil.
Grad. Student, COPPE, Fed. Univ. of Rio de Janeiro, Brazil.
Asst. Prof., Dept. of Civ., Envir. and Arch. Engrg., Univ. of Colorado at Boulder, Boulder, CO 90309.
Chancellor's Prof., Dept. of Civ. and Envir. Engrg., Univ. of California, Berkeley, CA 94720.
Univ. Distinguished Prof. and Via Prof. of Civ. Engrg., Virginia Tech, Blacksburg, VA 24061.
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