Centrifuge modeling test of a geotextile-reinforced wall with a very wet clayey backfill

Al Hattamleh, 2006, Numerical procedures for deformation calculations in the reinforced soil walls, Geotextiles and Geomembranes, 24, 52, 10.1016/j.geotexmem.2005.07.001 Bathurst, 2005, Reinforcement loads in geosynthetic walls and the case for a new working stress design method, Geotextiles and Geomembranes, 23, 287, 10.1016/j.geotexmem.2005.01.002 Benrabah, 1996, Behavioural study of a reinforced analogical soil under external loads, Geotextiles and Geomembranes, 14, 43, 10.1016/0266-1144(95)00003-8 Chen, H.T., Hung, W.T., Chen, B.W., Lee, C.J., 2004a. Centrifugal study on effect of water content of clayey backfill on the stability of MSEW. In: Proceedings of IS-OSAKA 2004 International Symposium on Engineering Practice and Performance of Soft Deposits, Osaka, Japan, pp. 297–302. Chen, H.T., Hung, W.T., Chen, B.W., Lee, C.J., 2004b. Countermeasure for improving stability of MSEW with clayey soil backfill at high water content. In: Proceedings of International Symposium on Fifth Asian Young Geotechnical Engineers Conference, Taipei, Taiwan, pp. 131–136. Chou, N., Chen, H.Y., Lee, H.H., Huang, J.C., Lai, Y.F., Hsieh, Y.C., Chen, J.Y., Lin, Y.M., 2002. Review of current uses of anchors and reinforced soil walls in hillside land development. Architecture & Building Research Institute Ministry of Interior Research Project Report, No. 091301070000G1014. Das, 2002 Elias, V., Christopher, B.R., Berg, R.R., 2001. Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines. US Department of Transportation Federal Highway Administration (FHWA), FHWA-NHI-00-043. Huang, 1994, Report on three unsuccessful reinforced walls, 219 Kazimierowicz-Frankowska, 2005, A case study of a geosynthetic reinforced wall with wrap-around facing, Geotextiles and Geomembranes, 23, 107, 10.1016/j.geotexmem.2004.05.001 Lee, 2004, Ground movement and tunnel stability when tunneling in sandy ground, Journal of the Chinese Institute of Engineers, 27, 1021, 10.1080/02533839.2004.9670957 Nouri, 2006, Development of Horizontal Slice Method for seismic stability analysis of reinforced slopes and walls, Geotextiles and Geomembranes, 24, 175, 10.1016/j.geotexmem.2005.11.004 Park, 2005, Enhanced performance of reinforced soil walls by the inclusion of short fiber, Geotextiles and Geomembranes, 23, 348, 10.1016/j.geotexmem.2004.12.002 Porbaha, 1996, Centrifuge modeling of geotextile-reinforced cohesive soil retaining walls, Journal of Geotechnical Engineering, ASCE, 122, 840, 10.1061/(ASCE)0733-9410(1996)122:10(840) Porbaha, 1997, Laboratory investigation of nonuniformly reinforced soil-retaining structure, Geotechnical Testing Journal, 20, 289, 10.1520/GTJ19970004 Porbaha, 2000, Upper bound estimate of scaled reinforced soil retaining walls, Geotextiles and Geomembranes, 18, 403, 10.1016/S0266-1144(99)00036-9 Sawicki, 1998, Theoretical analysis of centrifugal model tests on reinforced earth structures, Geotechnique, 48, 563, 10.1680/geot.1998.48.4.563 Skinner, 2005, Design and behaviour of a geosynthetic reinforced retaining wall and bridge abutment on a yielding foundation, Geotextiles and Geomembranes, 23, 235, 10.1016/j.geotexmem.2004.10.001 Suah, 1989, Part 4 geosynthetics in transportation faciliries-Failure of geotextile-reinforced vertical soil walls with marginal backfill, Transportation Research Record, 1772, 183, 10.3141/1772-22 Wu, J.Y., Tang, A.H., 2005. Forensic case study of reinforced soil structure failure. In: Proceedings of the 11th Conference on Current Researches in Geotechnical Engineering in Taiwan, Wanli, pp. C02-1–C02-8 (in Chinese). Wu, 1994, Develpoing cost-effective GRS walls: recent efforts in Colorado, USA, 163 Zhang, 2000, Centrifuge model tests of geosynthetics reinforced retaining walls, China Civil Engineering Journal, 33, 84 Zornberg, 1996, Performance of Geosynthetic Reinforced Slopes at Failure, Journal of Geotechnical and Geoenvironmental Engineering, 124, 670, 10.1061/(ASCE)1090-0241(1998)124:8(670)