1 |
Sawada, K. and Takemura, J. (2014), "Centrifuge model tests on piled raft foundation in sand subjected to lateral and moment loads", Soil. Found., 54(2), 126-240.
DOI
|
2 |
Sommer, H. (1991), Entwicklung der Hochhausgrundungen in Frankfurt/Main Festkoll oquium 20 Jahre Grundbauinstitut, Prof. Dr. -Ing. H. Sommer und Partner, Germany.
|
3 |
Thaher, M. and Jessberger, H.L. (1991), "Investigation of the behavior of pile-raft foundations by centrifuge modeling", Proceedings of the 10th European Conference on Soil Mechanics and Foundation Engineering, Florence, Italy, May.
|
4 |
Viggiani, C. (1995), "Pali come riduttori di cedimento; un esempio", Proceedings of the Atti XIX Convegno Nazionale Geotecnica, Pavia, Italy, September.
|
5 |
Akinmusuru, J.O. (1980), "Interaction of piles and cap in piled footings", J. Geotech. Eng., 106(11), 1263-1268.
|
6 |
Cho, J.Y. (2013), "Integrated design methods for piled raft foundations considering soil-structure interaction", Ph.D. Thesis, Yonsei University, Seoul, Korea.
|
7 |
Saha, R., Dutta, S.C. and Haldar, S. (2015), "Effect of raft and pile stiffness on seismic response of soil-piled raft-structure system", Struct. Eng. Mech., 55(1), 161-189.
DOI
|
8 |
Al-Mosawi, M.J., Fattah, M.Y. and Al-Zayadi, A.A.O. (2011), "Experimental observations on the behavior of a piled raft foundation", J. Eng., 17(4), 807-828.
|
9 |
Brinkgreve, R.B.J., Swolfs, W.M. and Engine, E. (2008), PLAXIS 3D Foundation Version 2 User's Manual, Plaxis BV, Delft, The Netherlands.
|
10 |
Burland, J.B., Broms, B.B. and De Mello, V.F.B. (1977), "Behaviour of foundations and structures, state-of-the-art reports", Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering, Tokyo, Japan, July.
|
11 |
Cho, J.Y., Lee, J.H., Jeong, S.S. and Lee, J.H. (2012), "The settlement behavior of piled raft in clay soils", Ocean Eng., 53, 153-163.
|
12 |
Comodromos, E.M., Papadopoulou, M.C. and Laloui, L. (2016), "Contribution to the design methodologies of piled raft foundations under combined loadings", Can. Geotech. J., 53(4), 559-577.
DOI
|
13 |
Conte, G., Mandolini, A. and Randolph, M.F. (2003), "Centrifuge modelling to investigate the performance of piled rafts", Proceedings of the 4th International Geotechnical Seminar on Deep Foundation on Bored and Auger Piles, Ghent, Belgium, June.
|
14 |
Cooke, R.W. (1986), "Piled raft foundations on stiff clays: a contribution to design philosophy", Geotechnique, 36(2), 169-203.
DOI
|
15 |
de Sanctis, L. and Mandolini, A. (2006), "Bearing capacity of piled rafts on soft clay soils", J. Geotech. Geoenviron. Eng., 132(12), 1600-1610.
DOI
|
16 |
Fattah, M.Y., Al-Mosawi, M.J. and Al-Zayadi, A.A.O. (2013a), "Time dependent behavior of piled raft foundation in clayey soil", Geomech. Eng., 5(1), 17-36.
DOI
|
17 |
Hansbo, S. and Kallstrom, K. (1983), "Creep piles-A cost effective alternative to conventional friction piles", Vag-och Vattenbyggaren, 8(7), 29-31.
|
18 |
Al-Omari, R.R., Al-Azzawi, A.A. and AlAbbas, K.A. (2015), "Behavior of piled rafts overlying a tunnel in sandy soil", Geomech. Eng., 10(5), 599-615.
DOI
|
19 |
Fattah, M.Y., Yousif, M.A. and Al-Tameemi, S.M. (2013b), "Bearing capacity of pile group and piled raft foundations on sandy soil", J. Eng. Dev., 17(2), 64-96.
|
20 |
Fattah, M.Y., Yousif, M.A. and Al-Tameemi, S.M.K. (2015), "Effect of pile group geometry on bearing capacity of piled raft foundations", Struct. Eng. Mech., 54(5), 829-853.
DOI
|
21 |
Horikoshi, K. and Randolph, M.F. (1996), "Centrifuge modelling of piled raft foundations on clay", Geotechnique, 46(4), 741-752.
DOI
|
22 |
Horikoshi, K. and Randolph, M.F. (1999), "Estimation of overall settlement of piled rafts", Soil. Found., 39(2), 59-68.
DOI
|
23 |
Katzenbach, R. and Moormann, C. (1997), "Design of axially loaded piles and pile groups in Germany: Actual practice and recent research results", Proceedings of the Design of Axially Loaded Piles: European International Seminar, ISSMFE-ERTC3, Brussels, Belgium, April.
|
24 |
Katzenbach, R., Arslan, U. and Moormann, C. (1998), "Design and safety concept for piled raft foundations", Proceedings of the 3rd International Geotechnical Seminar on Deep Foundation on Bored and Auger Piles, Ghent, Belgium, October.
|
25 |
Katzenbach, R., Arslan, U. and Moormann, C. (2000), Piled Raft Foundations Projects in Germany, in Design Applications of Raft Foundations, Thomas Telford, Telford, U.K.
|
26 |
Mandolini, A., Russo, G. and Viggiani, C. (2005), "Piled foundations: Experimental investigations, analysis and design, State-of-the-Art Reports", Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, September.
|
27 |
Fattah, M.Y., Al-Mosawi, M.J. and Al-Zayadi, A.A.O. (2014), "Contribution to long term performance of piled raft foundation in clayey soil", Int. J. Civ. Eng. Tech., 5(7), 130-148.
|
28 |
Katzenbach, R., Arslan, U., Gutwald, J., Holzhauser, J. and Quick, H. (1997), "Soil-structure interaction of the 300 m high Commerzbank Tower in Frankfurt am Main. Measurements and numerical studies", Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, Germany, September.
|
29 |
Ko, J., Cho, J. and Jeong, S. (2017), "Nonlinear 3D interactive analysis of superstructure and piled raft foundation", Eng. Struct., 143, 204-218.
|
30 |
Lee, J.H., Kim, Y. and Jeong, S. (2010), "Three-dimensional analysis of bearing behavior of piled raft on soft clay", Comput. Geotech., 37(1-2), 103-114.
DOI
|
31 |
Poulos, H.G. (1993), "Settlement Prediction for Bored Pile Groups", Proceedings of the 2nd International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles, Ghent, Belgium, June.
|
32 |
Poulos, H.G. and Davis, E.H. (1980), Pile Foundation Analysis and Design, John Wiley and Sons, New York, U.S.A.
|
33 |
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.
|
34 |
Reul, O. and Randolph, M.F. (2004), "Design strategies for piled rafts subjected to nonuniform vertical loading", J. Geotech. Geoenviron. Eng., 130(1), 1-13.
DOI
|
35 |
Reul, O. (2004), "Numerical study of the bearing behavior of piled rafts", Int. J. Geomech., 4(2), 59-68.
DOI
|
36 |
Reul, O. and Randolph, M.F. (2003), "Piled rafts in overconsolidated clay-Comparison of in-situ measurements and numerical analyses", Geotechnique, 53(3), 301-315.
|