A COPPARISON OF MOHR-COULOMB TO HARD-SOIL BEHAVIOR LAWS IN PILE-SOIL INTERACTION

. Desai C.S.’’ Behavior of interfaces between structural and geologic media’’, Int. Conf. on recent advances en geotechnical earthquake engineering and soil dynamics, Saint Louis, USA, 1981, 613-635.

. 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- 848.

. Boulon M., and Jarzebowski A.’’ Rate type and elastoplastic approaches for soil- structure interface behavior: A comparison ’’, Proc. of the 7th Int. conf. on Computer Methods and Advances in Geomechanics , (G. Beer , J.R. Booker and J.P.Carter eds.) , Balkema pub., 1991, 305-310, Cairns, 6-10 May.

. Gens A., Carol I., and Alonso E.E’’ An interface element formulation for the analysis of soil reinforcement interaction’’, Computer & Geotechnics, .1989, 7, 115-131.

. Boulon, M. ; Garnica,P. and Vermeer,P.A.’’ Soil-structure interaction: FEM computations’’ Elsevier Science B.V. 1995,147-171

. Lee,J. and Salgado, R..’’Determination of pile base resistance in sands.’’ Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(8), August, 1999,673-683

. Salgado, R.’’ The Role of Analysis in Non-displacement Pile Design’’ Springer Proceedings in Physics, 2006, 106, part VI,521-540.

. Aubry D., and Modaressi A.’’ A constitutive model for cyclic behavior of interfaces with variable dilatancy’’, Computer & Geotechnics ,1990, 9 , 47-58.

. 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.

. Franke, E..’’ Design of bored piles, including negative skin friction and horizontal loading.’’ Deep foundations on Bored and Auger pile (van Impe,ed.) , Balkema, Rotterdam.1993.

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

. Desai C.S.’’ Behavior of interfaces between structural and geologic media’’, Int. Conf. on recent advances en geotechnical earthquake engineering and soil dynamics, Saint Louis, USA, 1981, 613-635.

. 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- 848.

. Boulon M., and Jarzebowski A.’’ Rate type and elastoplastic approaches for soil- structure interface behavior: A comparison ’’, Proc. of the 7th Int. conf. on Computer Methods and Advances in Geomechanics , (G. Beer , J.R. Booker and J.P.Carter eds.) , Balkema pub., 1991, 305-310, Cairns, 6-10 May.

. Gens A., Carol I., and Alonso E.E’’ An interface element formulation for the analysis of soil reinforcement interaction’’, Computer & Geotechnics, .1989, 7, 115-131.

. Boulon, M. ; Garnica,P. and Vermeer,P.A.’’ Soil-structure interaction: FEM computations’’ Elsevier Science B.V. 1995,147-171

. Lee,J. and Salgado, R..’’Determination of pile base resistance in sands.’’ Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 125(8), August, 1999,673-683

. Salgado, R.’’ The Role of Analysis in Non-displacement Pile Design’’ Springer Proceedings in Physics, 2006, 106, part VI,521-540.

. Aubry D., and Modaressi A.’’ A constitutive model for cyclic behavior of interfaces with variable dilatancy’’, Computer & Geotechnics ,1990, 9 , 47-58.

. 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.

. Franke, E..’’ Design of bored piles, including negative skin friction and horizontal loading.’’ Deep foundations on Bored and Auger pile (van Impe,ed.) , Balkema, Rotterdam.1993.

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