1 |
Nakanishi, K. and Takewaki, I. (2013), "Optimum pile arrangement in piled raft foundation by using simplified settlement analysis and adaptive step-length algorithm", Geomech. Eng., 5(6), 519-540. https://doi.org/10.12989/gae.2013.5.6.519.
DOI
|
2 |
Katzenbach, R., Arslan, U., Moormann, C. and Reul, O.J.D.G. (1998), "Piled raft foundation: Interaction between piles and raft", Proceedings of the International Conference on Soil Structure Interaction in Urban Civil Engineering.
|
3 |
Poulos, H.G. (2017), Tall Building Foundation Design, CRC Press.
|
4 |
Poulos, H.G., Small, J.C. and Chow, H. (2011), "Piled Raft Foundations for Tall Buildings", Geotech. Eng. J. SEAGS & AGSSEA, 42, 78-84.
|
5 |
Reul, O. and Randolph, M.F. (2003), "Piled rafts in overconsolidated clay-comparison of in situ measurements and numerical analysis", Ge'otechnique, 53, 301-315. doi:10.1680/geot.2003.53.3.301.
DOI
|
6 |
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. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:1(1).
DOI
|
7 |
Sinha, A. and Hanna, A.M. (2016), "3d numerical model for piled raft foundation", Int. J. Geomech., 17(2), https://doi.org/10.1061/(asce)gm.1943-5622.0000674.
DOI
|
8 |
Katzenbach, R., Arslan, U. and Moormann, C. (2000), "Piled Raft Foundation Projects in Germany", H. J.A. (Ed.), Design applications of raft foundations.
|
9 |
Tan, Y.C., Cheah, S.W. and Tahal, M.R. (2006), "Methodology for design of piled raft for five-storey buildings on very soft clay", Foundation analysis and design: innovative methods, Geotech. Spec. Publ. (ASCE), 226-233.
|
10 |
Union, T.E. (2004), Eurocode 2: Design of Concrete Structures. Document, Union, T.E.
|
11 |
Mali, S. and Singh, B. (2018), "Behavior of large piled-raft foundation on clay soil", Ocean Eng., 149, 205-216. https://doi.org/10.1016/j.oceaneng.2017.12.029.
DOI
|
12 |
Al-Omari, R.R., Al-Azzawi, A.A. and AlAbbas, K.A. (2016), "Behavior of piled rafts overlying a tunnel in sandy soil", Geomech. Eng., 10(5), https://doi.org/10.12989/gae.2016.10.5.000.
DOI
|
13 |
Long, P.D. (2010), "Pile raft a cost-effective foundation method for high rises", Geotech. Eng. J. SEAGS & AGSSEA, 41, 1-12.
|
14 |
BV, P.(s). (2020), Material Models Manual. P.O. Box 572, 2600 AN DELFT, Netherlands.
|
15 |
Fattah, M.Y., Al-Mosawi, M.J. and Al-Zayadi, A.A.O. (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
|
16 |
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
|
17 |
Nguyen, T., Le, P. and Tran, V. (2020), "The influence of raft thickness on the behaviour of piled raft foundation", Proceedings of the 5th International Conference on Green Technology and Sustainable Development (GTSD). IEEE, Da Nang, Viet Nam.
|
18 |
Poulos, H.G. (2001). Practical Design Procedures for Piled Raft Foundations, eds. Design Applications of Raft Foundations. Coffey Geosciences Pty Ltd, 142 Wicks Road, North Ryde, NSW 2113, Australia; University of Sydney.
|
19 |
Quang, H.T., Amornfa, K. and Tuan, T.V. (2021), "Piled raft - an effective foundation design method for high-rise buildings in Ho Chi Minh City, Viet Nam", Int. J. Geomate, 21(87), 102-109. https://doi.org/10.21660/2021.87.j2341.
DOI
|
20 |
Roh, Y., Kim, G., Kim, I. and Lee, J. (2019), "Effects of rock-support and inclined-layer conditions on load carrying behavior of piled rafts", 18(4), 363-371. https://doi.org/10.12989/gae.2019.18.4.363.
DOI
|
21 |
Kiattivisanchai, S. (2001), "Evaluation of Seismic Performance of an Existing Medium-Rise Reinforced Concrete Frame Building in Bangkok". Master Engineering, Asian Institute of Technology.
|
22 |
Amornfa, K., Pheinwej, N. and Kijpayuck, P. (2012), "Current practice on foundation design of high-rise buildings in Bangkok, Thailand", Lowland Technol. Int., 14(2), 70-83.
|
23 |
Bandyopadhyay, S., Sengupta, A. and Parulekar, Y.M. (2020), "Behavior of a combined piled raft foundation in a multilayered soil subjected to vertical loading", Geomech. Eng., 21(4), 379-390. https://doi.org/10.12989/gae.2020.21.4.379.
DOI
|
24 |
Cho, J., Lee, J.H., Jeong, S. and Lee, J. (2012), "The settlement behavior of piled raft in clay soils", Ocean Eng., 53, 153-163. https://doi.org/10.1016/j.oceaneng.2012.06.003.
DOI
|
25 |
Clancy, P. and Randolph, M.F. (1993), "An approximate analysis procedure for pile raft foundation", Int. J. Numer. Anal. Method. Geomech., 17, 849-869. https://doi.org/10.1002/nag.1610171203.
DOI
|
26 |
Khanmohammadi, M. and Fakharian, K. (2018), "Evaluation of performance of piled-raft foundations on soft clay: A case study", Geomech. Eng., 14(1), 43-50. https://doi.org/10.12989/gae.2018.14.1.043.
DOI
|
27 |
Watcharasawe, K., Jongpradist, P., Kitiyodom, P. and Matsumoto, T. (2021), "Measurements and analysis of load sharing between piles and raft in a pile foundation in clay", Geomech. Eng., 24(6), 559-572. https://doi.org/10.12989/gae.2021.24.6.559.
DOI
|
28 |
Lai, V.Q., Huynh, Q.T., Vo, N.H. and Van, C.N. (2020), "Study on the influence of diaphragm wall on the behavior of pile raft foundation", Proceedings of the 5th International Conference on Green Technology and Sustainable Development (GTSD). IEEE, Da Nang, Viet Nam.
|
29 |
Ngo-Duc, T. (2019), "Determination of the unloading - reloading modulus and exponent parameters (M) for hardening soil model from drained triaxial test of soft soil in Ho Chi Minh City", Modern Environ. Sci. Eng., 5, 207-216. https://doi.org/10.15341/mese(2333-2581)/01.05.2019/001.
DOI
|
30 |
Poulos, H.G. (2001), "Piled raft foundations: Design and applications", Geotechnique, 95-113.
|
31 |
Yamashita, K., Kakurai, M. and Yamada, T. (1994), "Investigation of a piled raft foundation", XIII ICSMFE, 543-456.
|
32 |
Gandhi, S. and Maharaj, D. (1995), "Behavior of Piled Raft under Uniform Loading", Proceedings of the Indian Geotechnical Conference (IGC-95). Bangalore.
|
33 |
Lee, J., 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. https://doi.org/10.1016/j.compgeo.2009.07.009.
DOI
|