Reply to the discussions on "the influence of facing stiffness on the performance of two geosynthetic reinforced soil retaining walls"1

Canadian Geotechnical Journal

Volumn 44, Issue 12, 2007, Pages 1484-1490

  Bathurst, Richard J ^a   Vlachopoulos, Nicholas P ^a   Walters, Dave L ^b   Burgess, Peter G ^a   Allen, Tony M ^c  

^a ROYAL MILITARY COLLEGE OF CANADA   (Canada)

^b GOLDER ASSOCIATES LTD   (Canada)

^c WASHINGTON STATE DEPARTMENT OF TRANSPORTATION   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 62149128700     PISSN: 00083674     EISSN: 12086010     Source Type: Journal    
DOI: 10.1139/T07-102     Document Type: Note

References (9)

1. Allen, T.M., and Bathurst, R.J. 2002. Soil reinforcement loads in geo synthetic walls at working stress conditions. Geo synthetics International, 9: 525-566.
2. Bathurst, R.J. 1991. Case study of a monitored propped panel wall. In Proceedings of the International Symposium on Geo synthetic-Reinforced Soil Retaining Walls, Denver Colo., 8-9 August 1991. Edited by J.Y.H. Wu. A.A. Balkema, Rotterdam, the Netherlands. pp. 159-166.
3. Bathurst, R.J., Simac, M.R., and Berg, R.R. 1993a. Review of the NCMA segmental retaining wall design manual for geo synthetic-reinforced structures. Transportation Research Record, 1414: 16-25.
4. Bathurst, R.J., Simac, M.R., Christopher, B.R., and Bonczkiewicz, C. 1993b. A database of results from a geo synthetic reinforced modular block soil retaining wall. In Proceedings of Soil Reinforcement: Full Scale Experiments of the 80's, ISSMFE/ENPC, Paris, France, November 1993. pp. 341-365.
5. Huang, B., Bathurst, R.J., and Hatami, K. 2007. Numerical study of the influence of block interface stiffness on reinforced soil segmental walls of variable height [CD-ROM]. In Proceedings of 60th Canadian Geotechnical Conference, Ottawa, Ont, 21-24 October 2007. pp. 2167-2174.
6. Leshchinsky, D., and Vulova, C. 2001. Numerical investigation of the effects of geo synthetic spacing on failure mechanisms in MSE block walls. Geo synthetics International, 8: 343-365.
7. Leshchinsky, D., Ling, H., and Hanks, G. 1995. Unified design approach to geo synthetic reinforced slopes and segmental walls. Geo synthetics International, 2: 845-881.
8. Miyata, Y., and Bathurst, R.J. 2007a. Development of the K-stiffness method for geo synthetic reinforced soil walls constructed with c-
9. Miyata, Y., and Bathurst, R.J. 2007b. Evaluation of K-stiffness method for vertical geo synthetic reinforced granular soil walls in Japan. Soils and Foundations, 47: 319-335.