References

Antonio, B., 2002. Design of MSE walls for fully saturated conditions. Master Thesis, Purdue University, West Lafayette, Indiana.

BS8006, 1995. Code of practice for strengthened/reinforced soils and other fills. British Standard Institution, London, UK.

Baharom, B.B. and S.H. Hamzah, 2005. Particle size distribution program. Master Thesis, Faculty of Civil Engineering, Universiti Teknologi MARA, Shah Alam, Malaysia.

Chonkar, R.R., 2001. Review of design of reinforced earth retaining walls for flyovers. Indian Concr. J., 75: 782-786.
Direct Link  |  

Christopher, B.R., S. Gill, J.P. Giroud, I. Juran and J.K. Mitchell et al., 1989. Reinforced soil structures Vol 2. summary of research and systems information. Turner-Fairbank Highway Research Center, McLean, Virginia.

Fredlund, M.D., D.G. Fredlund and G.W. Wilson, 1997. Prediction of the soil-water characteristic curve from grain-size distribution and volume-mass properties. Proceedings of the 3rd Brazilian Symposium on Unsaturated Soils, April 22-25, 1997, Rio de Janeiro, Brazil, pp: 13-23.

Ghionna, V.N., N. Moraci and P. Rimoldi, 2001. Experimental Evaluation of the Factors Affecting Pullout Test Results on Geogrids. In: Landmarks in Earth Reinforcement, Ochiai, H., J. Otani, N. Yasufuku and K. Omine (Eds.). CRC Press, Boca Raton, Florida, USA., ISBN:78-9021518633, pp: 31-36.

Hayashi, S., K. Makiuchi and H. Ochiai, 1994. Testing methods for soil-geosynthetic frictional behavior-Japanese standard. Proceedings of the 5th International Conference on Geotextiles, Geomembranes and Related Products Vol. 1, September 5-9, 1994, Kyushu University, Singapore, pp: 411-414.

Izawa, J., Y. Ishihama, J. Kuwano, A Takahashi and H. Kimura, 2001. Effect of Geogrid Properties on Pullout Resistance. In: Landmarks in Earth Reinforcement, Ochiai, H., J. Otani, N. Yasufuku and K. Omine (Eds.). CRC Press, Boca Raton, Florida, USA., ISBN:78-9021518633, pp 55-60.

Lee, H.S., 2003. The undrained pullout capacity of reinforced soil. Ph.D Thesis, Purdue University, West Lafayette, Indiana.

Lopes, M.L. and M. Ladeira, 1996. Role of specimen geometry, soil height and sleeve length on the pull-out behaviour of geogrids. Geosynthetics Intl., 3: 701-719.
Direct Link  |  

Mak, J.C. and S.R. Lo, 2001. Progressive Failure of Geosynthetic Reinforcement. In: Landmarks in Earth Reinforcement, Ochiai, H., J. Otani, N. Yasufuku and K. Omine (Eds). CRC Press, Boca Raton, Florida, USA., ISBN:78-9021518633, pp: 77-82.

Noor, M.M. and W.F. Anderson, 2006. A comprehensive shear strength model for saturated and unsaturated soils. Proceedings of the 4th International Conference on Unsaturated Soils 2006, April 2-6, 2006, ASCE, Reston, Virginia, pp: 1992-2003.

Palmeria, E.M. and G.W.E. Milligan, 1989. Scale and other factors affecting the results of pull-out tests of grids buried in sand. Geotechnique, 39: 511-542.
Direct Link  |  

Terzaghi, K.V., 1936. The shearing resistance of saturated soils and the angle between the planes of shear. Proceedings of the 1st International Conference on Soil Mechanics and Foundation Engineering Vol. 1, June 22-26, 1936, Harvard University Press, Cambridge, Massachusetts, pp: 54-56.