2Leflaive E., Durability of Geotextiles: The French Experience. Geotextiles and Geomembranes, 1988,15(7),23-31. 被引量：1
3Bathurst, R.J., Simac, M.R. and Berg, R.R. Review of the NCMA Segmental Retaining Wall Design Manual for Geosynthetic-Reinforced Structures. Transportation Research Record, 1993,14(14),16-25. 被引量：1
4Bathurst R J, CROWE R E,SIMAC M R. Recent innovations in modular -facing retaining wall structure using geosynthetic reinforcement.Canadian Society of Civil Engineering Conference 1991 被引量：1
5Karl P L. Performance of two full-scale geosynthetic reinforced segmental retaining walls. Master's thesis of the Royal Military College of Canada.2002. 被引量：1
6Bathurst R J,Wahers D, Vlachopoulos N, et al. Full Scale Testing of Geosynthetic Reinforced Walls[C] Proceedings of GeoDenver. 2000. 被引量：1
6BATHURST R J,CROWE R E,SIMAC M R.Recent innovations in modular-facing retaining wall structure using geosynthetic reinforcement[C]//Canadian Society of Civil Engineering Conference.Vancouver:[s.n.],1991. 被引量：1
7CARROLL R G,RICHARDSON G N.Geosynthetic reinforced retaining walls[C]//3rd International Conference on Geotextiles.Vienna:[s.n.],1986:389-394. 被引量：1
8AASHTO.Standard specifications for highway bridges[M].15th ed.Washongton,D.C.:AASHTO,1992. 被引量：1
