1 |
S. W. Sloan (1989), 'Upper bound limit analysis using finite elements and linear progranuning', Int. J. Numer. Methods in Eng., Vol.13, pp.263-282
DOI
ScienceOn
|
2 |
S.W.Sloan and P.W.Kleeman (1995), 'Upper bound limit analysis using discontinuous velocity fields', Comput. Methods Appl. Mech. Eng., Vol.127, pp.293-314
DOI
ScienceOn
|
3 |
de Buhan., P. and Siad, L. (1989), 'Influence of a soil-strip interface failure condition on the yield strength of reinforced earth', Computers and Geotechnics, Vol.7, pp.3-18
DOI
ScienceOn
|
4 |
Sawicki, A. and Lesniewska, D. (1989), 'Limit analysis of cohesive slopes reinforce with geotextiles', Computers and Geotechnics, Vol.7, pp.53-66
DOI
ScienceOn
|
5 |
J. Kim, R. Salgado, and H. S. Yu, Member, ASCE (1999), 'Limit analysis of soil slope subjected to pore-water pressures', Journal of Geotechnical and Geoenvironmental Engineering, Vol.125, No.1, pp.49-58
DOI
ScienceOn
|
6 |
Sawicki, A. (1983), 'Plastic limits behavior of reinforced earth', Journal of Geotechnical Engineering, ASCE, Vol.109, pp.1000-1005
DOI
|
7 |
de Buhan, P., Mangiavacchi, R., Pelligrini, G, and Selencon, J., (1989), 'Yield design of reinforced earth walls by a homogenization method', Geotechnique, Vol.39, pp.189-201
DOI
ScienceOn
|