Limit equilibrium as basis for design of geosynthetic reinforced slopes

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 126, Issue 3, 2000, Pages 286-288

  Ehrlich, Mauricio ^a   Dantas, Bruno T ^a   Zornberg, Jorge G ^b   Sitar, Nicholas ^c   Mitchel, James K ^d   Yong, Adrian F K ^e  

^a FEDERAL UNIVERSITY OF RIO DE JANEIRO   (Brazil)

^b UCB 450   (United States)

^c Berkeley   (United States)

^d VIRGINIA POLYTECHNIC INSTITUTE AND STATE UNIVERSITY   (United States)

^e IHN Geoconsultancy Sdn Bhd   (Malaysia)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001720123     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2000)126:3(286)     Document Type: Article

References (7)

1. Leshchinsky, D. (1999). ‘Stability of geosynthetic reinforced steep slopes.’ Proc., Int. Symp. on Slope Stability Engrg., IS-Shikoku, Balkema, Rotterdam, The Netherlands (in press).
2. Adib, M. E. (1988). ‘Internal lateral earth pressure in earth walls,’ Ph.D. dissertation, University of California, Berkeley, Calif.
3. 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).
4. 0-conditions.” J. Geotech. Engrg., ASCE, 112(1), 1-22.
5. Ehrlich, M., and Mitchell, J. K. (1994). ‘Working stress design method for reinforced soil walls.’ J. Geotech. Engrg., ASCE, 120(4), 625-645.
6. Jewell, R. A. (1985). ‘Limit equilibrium analysis of reinforced soil walls.’ Proc., 11th Int. Conf. on Soil Mech. and Found., 1705-1708.
7. Seed, R. B., and Duncan, J. M. (1986). ‘FE analyses: Compaction-induced stresses and deformations.’ J. Geotech. Engrg., ASCE, 112(1), 23-43.