|
AASHTO. (1996). Standard specifications for highway bridges. American Association of State Highway and Transportation Officials, Sixtenth Edition, Washington, D.C., with interims. Abramson, L. W., Lee, T. S., Sharma, S., Boyce, G. M. (2002). Slope stability concepts. Slope Stability and Stabilization Methods, Second edition, published by John Willey and Sons, Inc., pp. 329‐461. Allen, T.M., Bathurst, R.J, (2002). Soil reinforcement loads in geosynthetic walls at working stress conditions. Geosynthetics International, 9 (5-6), 525-566. Allen, T.M., Bathurst, R.J., Holtz, R.D., Walters, D., Lee, W.F, (2003). A new working stress method for prediction of reinforcement loads in geosynthetic walls. Canadian Geotechnical Journal, 40 (5), 976-994. Allen, T. M., Bathurst, R. J., Holtz, R. D., Walters, D., Lee, W. F., (2004). A new method for prediction of loads in steel reinforced soil walls. Journal of Geotechnical and Geoenvironmental Engineering, 130(11), 1109–1120. Allen, T. M., Christopher, B. R., Elias, V., DiMaggio, J. A., (2001). Development of the simplified method for internal stability design of mechanically stabilized earth (MSE) walls. WSDOT Research Rep., WA-RD 513.1. ASTM (1996). Standard test method for tensile properties of geotextiles by the wide-width strip method. ASTM D4595. In: Annual book of ASTM standards, vol. 4.09, West Conshohocken, PA, pp. 698-708. ASTM D7181. Standard test method for consolidated drained triaxial compression test for soils. The American Society for Testing and Materials. West Conshohocken, PA, USA. Bathurst, R.J., Miyata, Y., Nernheim, A., Allen, T.M., (2008). Refinement of K-stiffness method for geosynthetic reinforced soil walls. Geosynthetics International, 15 (4), 269-295. Berg, R., Christopher, B. R., Samtani, N., (2009). Design of mechanically stabilized earth walls and reinforced soil slopes. Vol. I and II. Report No. FHWA-NHI-10-024, Federal Highway Administration, 684 pp. Bishop, A. W., (1955). The use of slip circles in the stability analysis of earth slopes. Geotechnique, U. K., 5(1), 7–17 Bolton, M. D., (1986). The strength and dilatancy of sands. Geotechnique 36, (1), 65-78. Boyle, S. R., Gallagher, M., Holtz, R. D., (1996). Influence of strain rate, specimen length and confinement in measured geotextile properties. Geosynthetics International, 3 (2), 205-225. Christopher, B.R., Holtz, R.D., Bell, W.D., (1986). New tests for determining the in-soil stress-strain properties of geotextiles. Proceedings of the Third International Conference on Geotextile, Vienna, Austria, pp. 683-686. Duncan, M., Wright S. G., (2005). Soil strength and slope stability. John Wiley and Sons, Inc. 297 pp. Ehrlich, M., Mitchell, J. K., (1994). Workinalls under working stress conditions. Canadian Geotechnical Journal, 67 (4), 1066-1085. Hatami, K., Bathurst, R. J., (2006). Numerical model for reinforced soil segmental walls under surcharge loading. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 132 (6), 673-684. Hung, W.Y., (2008). Breaking failure behavior and internal stability analysis of geosynthetic reinforced earth walls. Ph.D. dissertation, National Central University, Jhongli, Taiwan, 200 pp. Janbu, N., (1954). Application of composite slip surface for stability analysis. Proceedings of the European Conference on Stability of Earth Slopes, Stockholm, 3, pp. 43–49. Janbu, N., (1963). Soil compressibility as determined by oedometer and triaxial tests. Proceedings Fourth European Conference on Soil Mechanics and Foundation Engineering, Wiesbaden, 1, pp. 19-25. Jewell, R. A., (1991). Application of revised design charts for steep reinforced slopes. Geotextiles and Geomembranes, 10 (3), 203-233. Karpurapu, R. G., Bathurst, R. J., (1995). Behaviour of geosynthetic reinforced soil retaining walls using the finite element method. Computers and Geotechnics, 17 (3), 279-299. Ko, (1988). The Colorado centrifuge facility. Proc. Intl. Conf. Centrifuge 88, Corte (ed), Paris, pp. 319-324. Koerner, J., Soong, T.-Y., Koerner, R.M., (1998). Earth retaining wall costs in the USA. Geosynthetic Institute, Folsom, PA, USA. Lade, P.V., Lee, K.L., (1976). Engineering properties of soils. Report UCLA-ENG-7652, University of California, Los Angeles, CA, 145 pp. Leshchinsky, D., Boedeker, R.H., (1989). Geosynthetic reinforced soil structures. Journal of Geotechnical Engineering, ASCE 115 (10), 1459-1478. Leshchinsky, D., Han, J., (2004). Geosynthetic reinforced multi-tiered walls. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 130 (12), 1225-1235. Leshchinsky, D., Zhu, F., Meehan, C., (2010). Required unfactored strength of geosynthetic in reinforced earth structures. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 136 (2), 281-289. Liang, R. K., Tse, E. C., Kuhn, M. R., Mitchell, J. K., (1984). Evaluation of a constitutive model for soft clay using the centrifuge. Proc. Symp. On Recent Advances in Geotechnical Centrifuge Modeling, University of California at Davies, pp. 55-70. Liu, H., (2011). Comparing the seismic responses of single- and multi-tiered geosynthetic reinforced soil walls. Geo-Frontiers 2011, pp. 3478-3486. Ling, H. I., Cardany, C. P., Sun, L-X., Hashimoto, H., (2000). Finite element analysis of a geosynthetic-reinforced soil retaining wall with concrete-block facing. Geosynthetics International, 7(3), 163-188. Lopes, M. L., Cardoso, A. S., Yeo, K. C., (1994). Modelling performance of a sloped reinforced soil wall using creep function. Geotextiles and Geomembranes, 13(3), 181-197. Lowe, J., III, Karafiath, L., (1960). Effect of anisotropic consolidation on the undrained shear strength of compacted clays. Proceedings of the ASCE Research Conference on Shear Strength of Cohesive Soils, Boulder, CO, pp. 837-858. Marachi, N., Duncan, J.M., Chan, C., and Seed, H.B., (1981). Plane-strain testing of sand. laboratory shear strength of soil. ASTM Special Technical Bulletin 740, R. N. Yong and F. C. Townsend, eds., American Society for Testing and Materials, West Conshohocken, pp. 294-302. Mitchell, J. K., Jaber, M., Shen, C. K., Hua, Z. K., (1988). Behavior of reinforced soil walls in centrifuge model tests. Proc. of the Intl. Conf. Centrifuge 88, Corte (ed), Paris, pp. 259-271. Morgenstern, N. R., Price, V. E., (1965). The analysis of the stability of general slip surfaces. Geotechnique, 15(1), 79-93. NCMA, (2010). Design manual for segmental retaining walls, third ed. National Concrete Masonry Association, Herndon, Virginia, USA, 282 pp. Osborne, W. N., Wright, S. G., (2004). An examination of design procedures for single- and multi-tier mechanically stabilized earth walls. Report No. FHWA/TX-05/0-4485-1, Austin, Texas, 202 pp. Palmeira, E. M., Jose H.F. Pereira, Antonio R.L. da Silva, (1998). Back analyses of geosynthetic reinforced embankments on soft soils. Geotextiles and Geomembranes, 16 (5), 273-292. PLAXIS, (2005). Plaxis finite element code for soil and rock analyses. Version 8.2, P.O. Box 572, 2600 AN Delft, Netherlands. Porbaha, A., Goodings, D. J., (1996). Centrifuge modeling of geotextile reinforced cohesive soil retaining walls. Journal of Geotechnical Engineering, ASCE 122 (10), 840–848. Rocscience, (2011). Slide Ver. 6.009-2D Limit Equilibrium Slope Stability Analysis. Rocscience, Inc., Toronto, Canada. Sankey, J. E., Soliman, A., (2004). Tall wall mechanically stabilized earth applications. Geo-Trans 2004, GSP No. 126, ASCE, Reston, VA, 2149–2158. Schanz, T., Vermeer, P.A., Bonnier, P.G., (1999). The Hardening soil model: formulation and verification. Proc. Beyond 2000 in Computational Geotechnics, Balkema, Rotterdam, Netherlands, pp. 281–290. Schlosser, F., (1978). History, current development, and future developments of reinforced earth. Symp. on Soil Reinforcing and Stabilizing Techniques, sponsored by New South Wales Institute of Technology and Univ. of Sydney, Australia. Schmertmann, G. R., Chouery-Curtis, V. E., Johnson, R. D., Bonaparte, R., (1987). Design charts for geogrid-reinforced soil slopes. Proc., Geosynthetics 87 Can., New Orleans, La., pp. 108-120. Schofield, A.N., (1980). Cambridge geotechnical centrifuge operations. Geotechnique, 20 (3), 227-268. Spencer, E., (1967). A method of analysis of the stability of embankments assuming parallel inter-slice forces. Geotechnique, 24 (4), 661-665. Stuedlein, A.W., Allen, T.M., Holtz, R.D., Christopher, B.R., (2012). Assessment of reinforcement strains in very tall mechanically stabilized earth walls. Journal of Geotechnical and Geoenvironmental Engineering, 138 (3), 345-356. Stuedlein, A.W., Bailey, M., Lindquist, D., Sankey, J., Neely, W. J., (2010). Design and performance of a 46-m-high MSE wall. Journal of Geotechnical and Geoenvironmental Engineering, 136 (6), 786-796. U.S. Army Corps of Engineers, (1970). Engineering and Design: Stability of Earth and Rock-Fill Dams. Engineer Manual EM 1110-2-1902, Department of the Army, Corps of Engineers, Office of the Chief of Engineers, Washington, DC, April. Wright, S. G., (2005). Design guidelines for multi-tiered MSE walls. Report No. FHWA/TX-05/0-4485-2, Austin, Texas, 118 pp. Wright, S.G., Duncan, J.M., (1991). Limit equilibrium stability analysis for reinforced slopes. Transportation Research Record, 1330, pp. 40-46. Yang, K-H., Zornberg, J.G., Liu, C-N, Lin, H-D., (2012). Stress distribution and development within geosynthetic-reinforced soil slope. Geosynthetics International, 19 (1), 62-78. Yoo, C., Jang, Y. S., Park, I. J., (2011). Internal stability of geosynthetic-reinforced soil walls in tiered configuration. Geosynthetics International, 18 (2), 74-83. Yoo, C., Jung, H. S., (2004). Measured behavior of a geosynthetic reinforced segmental retaining wall in a tiered configuration. Geotextiles and Geomembranes, 22 (5), 359-376. Yoo, C., Kim, S. B., (2008). Performance of a two-tier geosynthetic reinforced segmental retaining wall under a surcharge load: full-scale load test and 3D finite element analysis. Geotextiles and Geomembranes, 26 (6), 447-518. Zornberg, J. G. (1994). Performance of geotextile reinforced soil structures. PhD dissertation, Department of Civil Engineering, University of California, Berkeley, CA, USA, 504 pp. Zornberg, J. G., Mitchell, J. K., Sitar, N., (1997). Testing of reinforced slopes in a geotechnical centrifuge. Geotech. Testing J., 20 (4), 470-480. Zornberg, J. G., Sitar, N., Mitchell, J. K., (998a). Performance of geosynthetic reinforced slopes at failure. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 124 (8), 670-683. Zornberg, J. G., Sitar, N., Mitchell, J. K., (1998b). Limit equilibrium as basis for design of geosynthetic reinforced slopes. Journal of Geotechnical and Geoenvironmental Engineering, ASCE 124 (8), 684-698.
|