12-17-2011, 04:39 AM
(This post was last modified: 12-17-2011, 09:43 AM by Dell_Brett.)
Can someone help to upload the following:-
1)Borges, JL. 2004. Three-dimensional analysis of embankments on soft soils incorporating vertical drains by
finite element method. Computers and Geotechnics, 31(8): 665–676, Elsevier.
2)Borges, J.L, Cardoso, A.S. 2001. Structural behaviour and parametric study of reinforced embankments on
soft clays. Computers and Geotechnics, 28(3): 209–233.
3)Lewis, R.W., Schrefler, B.A. 1987. The finite element method in the deformation and consolidation of porous
media. JohnWiley and Sons, Inc., NewYork
4)Mita, K. A., Dasari, G. R., Lo, K.W. 2004. Performance of a three-dimensional Hvorslev-Modified Cam Clay
model for overconsolidated clay. International Journal of Geomechanics, ASCE, 4(4): 296–309.
5)Bose, S. K. and Som, N. N. 1998. Parametric study of a braced cut by finite element method. Elsevier Science
Publishers (eds.).Computers and Geotechnics vol. 22 no2: 91–107.
6)Clough, G.W. and Reed, M.W. 1984. Measured behaviour of braced wall in very soft clay. Journal Geotech.
Eng. Div. Vol. 110, N◦1: 1–19.
7)Clough, G.W. and Schmidt, B. 1981. Design and performance of excavations and tunnels in soft clay. Brand
and Brenner (eds) Soft Clay Engineering,
Thank a lot
1)Borges, JL. 2004. Three-dimensional analysis of embankments on soft soils incorporating vertical drains by
finite element method. Computers and Geotechnics, 31(8): 665–676, Elsevier.
2)Borges, J.L, Cardoso, A.S. 2001. Structural behaviour and parametric study of reinforced embankments on
soft clays. Computers and Geotechnics, 28(3): 209–233.
3)Lewis, R.W., Schrefler, B.A. 1987. The finite element method in the deformation and consolidation of porous
media. JohnWiley and Sons, Inc., NewYork
4)Mita, K. A., Dasari, G. R., Lo, K.W. 2004. Performance of a three-dimensional Hvorslev-Modified Cam Clay
model for overconsolidated clay. International Journal of Geomechanics, ASCE, 4(4): 296–309.
5)Bose, S. K. and Som, N. N. 1998. Parametric study of a braced cut by finite element method. Elsevier Science
Publishers (eds.).Computers and Geotechnics vol. 22 no2: 91–107.
6)Clough, G.W. and Reed, M.W. 1984. Measured behaviour of braced wall in very soft clay. Journal Geotech.
Eng. Div. Vol. 110, N◦1: 1–19.
7)Clough, G.W. and Schmidt, B. 1981. Design and performance of excavations and tunnels in soft clay. Brand
and Brenner (eds) Soft Clay Engineering,
Thank a lot