1 |
Madhav, M.R. and Poorooshasb, H.B. (1988), "A new model for geosynthetic - reinforced soil", Comput. Geotech., 6(4), 277-290.
DOI
ScienceOn
|
2 |
Maheshwari, P., Basudhar, P.K. and Chandra, S. (2004), "Analysis of beams on reinforced granular beds", Geosynth. Int., 11(6), 470-480.
DOI
|
3 |
Maheshwari, Priti, Khatri, Shubha (2010), "Nonlinear response of footings on granular bed - stone column -reinforced poor soil", Int. J. Geotech. Eng., 4(4), 435-443.
DOI
|
4 |
Nogami, T. and Yong, T.Y. (2003), "Load - settlement analysis of geosynthetic - reinforced soil with a simplified model", Soils Found., 43(3), 33-42.
DOI
ScienceOn
|
5 |
Poorooshasb, H.B. and Meyerhof, G.G. (1997), "Analysis of behavior of stone columns and lime columns", Comput. Geotech., 20(1), 47-70.
DOI
ScienceOn
|
6 |
Shahu, J.T., Madhav, M.R. and Hayashi, S. (2000), "Analysis of soft ground - granular pile - granular mat system", Comput. Geotech., 27(1), 45-62.
DOI
ScienceOn
|
7 |
Shukla, S.K. and Chandra, S. (1994), "A generalized mechanical model for geosynthetic-reinforced foundation soil", Geotext. Geomembranes, 13(12), 813-825.
DOI
ScienceOn
|
8 |
Som, N.N. and Das, S.C. (2003), "Theory and practice of foundation design", Prentice - Hall of India Private Limited, New Delhi.
|
9 |
Yin, J.H. (1997), "Modeling geosynthetic - reinforced granular fills over soft soil", Geosynth. Int., 4(2), 165-185.
DOI
|
10 |
Alamgir, M., Muira, N., Poorooshasb, H.B. and Madhav, M.R. (1996), "Deformation analysis of soft ground reinforced by columnar inclusions", Comput. Geotech., 18(4), 267-290.
DOI
ScienceOn
|
11 |
Balaam, N,P. and Booker, J.R. (1981), "Analysis of rigid raft supported by granular piles", Int. J. Anal. Numer. Method. Geomech., 5(4), 379-403.
DOI
ScienceOn
|
12 |
Bowles, J.E. (1996), "Foundation analysis and design", 5th Edition, McGraw-Hill Book Co., Singapore.
|
13 |
Das, B.M. (1999), "Principles of foundation engineering", PWS Publishing, USA.
|
14 |
Deb, K. (2008), "Modeling of granular bed-stone column-improved soft soil", Int. J. Anal. Numer. Method. Geomech., 32, 1267-1288.
DOI
ScienceOn
|
15 |
Deb, K., Basudhar, P.K. and Chandra, S. (2007), "Generalized model for geosynthetic-reinforced granular fillsoft soil with stone columns", Int. J. Geomech. - ASCE, 7(4), 266-276.
DOI
ScienceOn
|
16 |
Desai, C.S. and Abel, J.F. (1987), "Introduction to the finite element method: a numerical method for engineering analysis", CBS Publishers and Distributors, India.
|
17 |
Ghosh, C. and Madhav, M.R. (1994), "Settlement response of a reinforced shallow earth bed", Geotext. Geomembranes, 13(9), 643-656.
DOI
|
18 |
Han, J. and Gabr, M.A. (2002), "Numerical analysis of geosynthetic - reinforced and pile - supported earth platforms over soft soil", J. Geotech. Geoenviron. Eng. - ASCE, 128(1), 44-53.
DOI
ScienceOn
|
19 |
Kondner, R.L. and Zelasko, J.S. (1963), "A hyperbolic stress-strain formulation of sand", Proc. of 2nd Pan American Conf. on Soil Mechanics and Foundation Engineering, 1, 289-324.
|
20 |
Lee, J.S. and Pande, G.N. (1998), "Analysis of stone-column reinforced foundations", Int. J. Anal. Numer. Method. Geomech., 12(12), 1001-1020.
|