AN INVESTIGATION OF PASSIVE PILLES THROUGH FINITE ELEMENT METHOD

. Poulos, H.G. Design of reinforcing piles to increase slope stability. Can. Geotech. , 1995, J32: 808-818.

.Sommer, H. Creeping slope in stiff clay International Conference on Soil Mechanics and Foundation Engineering, Tokyo, 1977, 113-118.

. Poulos, H.G. and L.T. Chen. Pile response due to unsupported excavation- induced lateral soil movement. Can. Geotech. , 1996. J. 33: 670-677.

. Carrubba, P., M. Maugeri and E. Motta. Esperienze in vera grandezza sul comportamento dibpali per la stabilizzaaione di un pendio. Geotechica, ASSN. Geotec. Italiana,1989, 1: 81-90. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org 12th International Multidisciplinary Scientific GeoConference SGEM 2012

. Guo, W.D. A simplified approach for piles due to soil movement. Proceedings of 12th Pan American Conference on Soil Mech anics and Geotechnical Engineering, Cambridge, MIT, USA. , 2003, 2: 215-2220.

. Boulon M., and Nova R.,’’ modeling of Soil-structure interface behavior , a comparison between elastoplastic and rate type law’’ , Computer & Geotechnics, 1990,9 , 21-46.

. Boulon M.’’ Basic feature of Soil-structure interface behavior’’ , Computer & Geotechnics, 1989, 7 , 115-131.

. Salgado, R., Bandini, P. and Karim, A.. ’’ Shear strength and stiffness of silty sands.’’ Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2000,126(5),451-462.

. Ghaboussi J., Wilson E.L., and Isenberg J.’’ Finite Elements for rock joints and interfaces’’, Journal soil Mechanic s and Found. Div. ASCE, 99, SM10, 1973, 833-

. PLAXIS version 8.5: a Finite Element code for soil. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org

. Poulos, H.G. Design of reinforcing piles to increase slope stability. Can. Geotech. , 1995, J32: 808-818.

.Sommer, H. Creeping slope in stiff clay International Conference on Soil Mechanics and Foundation Engineering, Tokyo, 1977, 113-118.

. Poulos, H.G. and L.T. Chen. Pile response due to unsupported excavation- induced lateral soil movement. Can. Geotech. , 1996. J. 33: 670-677.

. Carrubba, P., M. Maugeri and E. Motta. Esperienze in vera grandezza sul comportamento dibpali per la stabilizzaaione di un pendio. Geotechica, ASSN. Geotec. Italiana,1989, 1: 81-90. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org 12th International Multidisciplinary Scientific GeoConference SGEM 2012

. Guo, W.D. A simplified approach for piles due to soil movement. Proceedings of 12th Pan American Conference on Soil Mech anics and Geotechnical Engineering, Cambridge, MIT, USA. , 2003, 2: 215-2220.

. Boulon M., and Nova R.,’’ modeling of Soil-structure interface behavior , a comparison between elastoplastic and rate type law’’ , Computer & Geotechnics, 1990,9 , 21-46.

. Boulon M.’’ Basic feature of Soil-structure interface behavior’’ , Computer & Geotechnics, 1989, 7 , 115-131.

. Salgado, R., Bandini, P. and Karim, A.. ’’ Shear strength and stiffness of silty sands.’’ Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2000,126(5),451-462.

. Ghaboussi J., Wilson E.L., and Isenberg J.’’ Finite Elements for rock joints and interfaces’’, Journal soil Mechanic s and Found. Div. ASCE, 99, SM10, 1973, 833-

. PLAXIS version 8.5: a Finite Element code for soil. SGEM2012 - DOI: 10.5593/sgem2012 www.sgem.org