1 |
Poulos, H.G., Small, J.C. and Chow, H. (2011), "Piled raft foundations for tall buildings", Geotech. Eng. J. SEAGS AGSSEA, 42(2), 78-84.
|
2 |
Randolph, M.F. (1994), "Design methods for pile groups and Piled rafts", Proceedings of the 13th International Conference on Soil Mechanics and Foundation Engineering, New Delhi, India, January.
|
3 |
Ahmed, M., Mohamed, M.H., Mallick, J. and Hasan, M.A. (2014), "3D-analysis of soil-foundation-structure interaction in layered soil", Open J. Civ. Eng., 4(4), 373. http://dx.doi.org/10.4236/ojce.2014.44032.
DOI
|
4 |
Brinkgreve, R.B.J., Engin, E., Swolfs, W.M., Waterman, D., Chesaru, A., Bonnier, P.G. and Galavi, V. (2012), Plaxis 3D 2012, Plaxis bv.
|
5 |
Burland, J.B. (1995), "Piles as settlement reducers", Proceedings of the 18th Italian Congress on Soil Mechanics, Pavia, Italy.
|
6 |
Burland, J.B. and Kalra, J.C. (1986), "Queen Elizabeth II conference centre: Geotechnical aspects", Proc. Inst. Civ. Eng., 80(6), 1479-1503.
|
7 |
Chang, D.W., Lien, H.W. and Wang, T. (2018), "Finite difference analysis of vertically loaded raft foundation based on the plate theory with boundary concern", J. GeoEng., 13(3), 135-147. http://dx.doi.org/10.6310/jog.201809_13(3).5.
|
8 |
Clancy, P. and Randolph, M. F. (1993), "An approximate analysis procedure for piled raft foundations", Int. J. Numer. Anal. Meth. Geomech., 17(12), 849-869. https://doi.org/10.1002/nag.1610171203.
DOI
|
9 |
Davis, E.H. and Poulos, H.G. (1972), "The analysis of piled raft systems", Aust. Geomech. J., G2, 21-27.
|
10 |
Fattah, M.Y., Al-Mosawi, M.J. and Al-Zayadi, A.A. (2013), "Time dependent behavior of piled raft foundation in clayey soil" Geomech. Eng., 5(1), 17-36. https://doi.org/10.12989/gae.2013.5.1.017.
DOI
|
11 |
Mandolini, A., Di Laora, R. and Mascarucci, Y. (2013), "Rational design of piled raft", Proc. Eng., 57, 45-52. https://doi.org/10.1016/j.proeng.2013.04.008.
DOI
|
12 |
Fleming, W.G.K., Weltman, A.J, Randolph, M.F. and Elson, W.K. (1992), Piling Engineering, Surrey Univ. Press
|
13 |
Ghiasi, V. and Moradi, M. (2018), "Assessment the effect of pile intervals on settlement and bending moment raft analysis of piled raft foundations", Geomech. Eng., 16(2), 187-194. https://doi.org/10.12989/gae.2018.16.2.187.
DOI
|
14 |
Ko, J., Cho, J. and Jeong, S. (2018), "Analysis of load sharing characteristics for a piled raft foundation", Geomech. Eng., 16(4), 449-461. https://doi.org/10.12989/gae.2018.16.4.449
DOI
|
15 |
Mayne, P.W. and Poulos, H.G. (1999), "Approximate displacement influence factors for elastic shallow foundations", J. Geotech. Geoenviron. Eng., 125(6), 453-460. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(453).
DOI
|
16 |
Nguyen, D.D.C., Jo, S.B. and Kim, D.S. (2013), "Design method of piled-raft foundations under vertical load considering interaction effects", Comput. Geotech., 47, 16-27. https://doi.org/10.1016/j.compgeo.2012.06.007.
DOI
|
17 |
Poulos, H.G. (2001), "Methods of analysis of piled raft foundations", A Report Prepared on Behalf of Technical Committee TC18 on Piled Foundations, International Society of Soil Mechanics and Geotechniscal Engineering.
|
18 |
Poulos, H.G. (2001), "Piled raft foundations: Design and applications", Geotechnique, 51(2), 95-113.
DOI
|
19 |
FLAC3D, I. (2002), Fast Lagrangian Analysis of Continua in 3 Dimensions.
|
20 |
Poulos, H.G. and Davis, E.H. (1974). Elastic Solutions for Soil and Rock Mechanics, John Wiley.
|
21 |
Poulos, H.G. and Davis, E.H. (1980), Pile Foundation Analysis and Design (No. Monograph).
|