References
[1]. L. Zeevaert, (1957). “Foundation design and behavior
of Tower Latino Americana in Mexico City”. Geotechnique,
Vol. 7, No. 3, pp. 115 – 133.
[2]. R. Butterfield and P.K. Banerjee, (1971). “The elastic
analysis of compressible piles and pile groups”.
Geotechnique, Vol. 21, No. 1, pp. 43-60.
[3]. E.H. Davis and H.G Poulos, (1972). “The analysis of piled
raft systems”. Aust. Geomechs. J., Vol. 2, No. 1, pp. 21-27.
[4]. J.A. Hooper, (1973). “Observations on the behavior of
a piled raft foundation in London clay”. Proceedings of Institution of Civil Engineers, Vol. 55, No. 4, pp. 855-877.
[5]. J.B. Burland, B.B. Broms and V.F.B. de Mello, (1977).
th “Behaviour of foundations and structures”, Proc. 9 ICSMFE,
Tokyo, pp. 495-546.
[6]. M.F. Randolph, (1983). “Design of piled foundations”.
Cambridge Univ. Eng. Dept., Res. Rep. Soils TR143.
[7]. H. Sommer, P. Wittmann, and P. Ripper, (1985). “Piled raft
foundation of a tall building in Frankfurt clay”. Proc. 11th
ICSMFE, San Francisco, pp. 2253-2257.
[8]. R.W. Cooke, (1986). “Piled raft foundation on stiff clays –
a contribution to design philosophy”. Geotechnique, Vol.
36, No. 2, pp. 169-203.
[9]. M. Tomono, M. Kakurai, and T. Yamashita (1987).
“Analysis of settlement behavior of piled raft foundation”.
Takenaka Technical Research Report.
[10]. H.G. Poulos, (1991). “Analysis of piled strip
foundations”. Proc. of the 7th Int. Con. on Computer
Methods and Advances in Geomechanics, Vol. 1, pp. 183-
191.
[11]. P. Clancy and M.F. Randolph, (1993). “An
Approximate Analysis procedure for Piled Raft
Foundations”. Int. Jl. for Numerical and Analytical Methods
in Geomechanics, Vol. 17, No. 12, pp. 849-869.
[12]. M.F. Randolph, (1994). “Design methods for pile
groups and piled rafts”. S.O.A. Report, 13 ICSMFE, pp. 61-
82.
[13]. K. Horikoshi and M.F. Randolph, (1996). “Centrifuge
modeling of piled raft foundation on clay”. Geotechnique,
Vol. 46, No. 2, pp. 741-752.
[14]. L.D. Ta, and J.C. Small, (1997). “An approximation for
analysis of raft and piled raft foundations”. Computers and
Geotechnics, Vol. 20, No. 2, pp.105-123.
[15]. J.A. Hemsley, (2000). “Design application of raft
foundation”. Thomas Telford Publishing, Vol. 16, pp. 425-
468.
[16]. H.G. Poulos, (2001). “Piled raft foundations – Design
and applications”. Geotechnique, Vol. 51, No. 2, pp. 95-
113.
[17]. J.C. Small and H.H. Zhang, (2002). “Behavior of piled
raft foundation under lateral and vertical loading”. The International Journal of Geomechanics, Vol. 2, No. 1, pp.
29 -85.
[18]. P. Kitiyodom and T. Matsumoto, (2003). “A simplified
analysis method for piled raft foundation in non
homogeneous soils”. Int. J. for Numerical and Analytical
Methods in Geomechanics, Vol. 27, No. 2, pp. 85-109.
[19]. F.Y. Liang, L.Z. Chen, and X.G. Shi, (2003). “Numerical
analysis of composite piled raft with cushion subjected to
vertical load”. Computers and Geotechnics, Vol. 30, No. 6,
pp. 443–453.
[20]. R. Katzenbach, (2005). “Optimised design of high-rise
building foundations in settlement-sensitive soils”. Proc. of
International Geotechnical Conference of Soil-Structure
Interaction, St. Petersburg, Vol. 1, pp. 39-46.
[21]. J.L. Novak, L.C. Reese, and S.T. Wang, (2005).
“Analysis of piled raft foundation with 3D finite element
method”. Structures, Congress 2005:Metropolis and
Beyond, pp. 1-12.
[22]. D.G. Lin and Z.Y. Feng, (2006). “A numerical study of
piled raft foundations”. Journal of the Chinese Institute of
Engineers, Vol. 29, No. 6, pp. 1091–1097.
[23]. J.C. Small, H.G. Poulos, (2007). “Non-linear analysis of
piled raft foundations”, Contemporary Issues in Deep
Foundations, pp. 1-9.
[24]. Y. El-Mossallamy, B. Lutz, and R. Duerrwang, (2009).
“Special aspects related to the behavior of piled raft
foundation”. 17th International Conference on Soil
Mechanics & Geotechnical Engineering ICSMGE,
Alexandri, Egypt, pp. 5-9,
[25]. J.H. Lee, Y. Kim, and S. Jeong, (2010). “Threedimensional
analysis of bearing behavior of piled raft on
soft clay”. Computers and Geotechnics, Vol. 37, No. 1, pp.
103 -114.
[26]. H.G. Poulos, J.C. Small and H. Chow, (2011). “Piled
Raft Foundations for Tall Buildings”. Geotechnical
Engineering Journal of the SEAGS & AGSSEA, Vol. 42, pp. 78.
[27]. M. Huang, F. Liang, and J. Jiang, (2011). “A simplified
non linear analysis method for piled raft foundation in
layered soils under vertical loading”. Computers and
Geotechnics, Vol. 38, No. 7, pp. 875 - 882.
[28]. E. Bourgeois, P. Buhan, and G. Hassen, (2012). “Settlement analysis of piled-raft foundations by means of
a multi phase model accounting for soil-pile interactions”.
Computers and Geotechnics, Vol. 46, pp. 26-38.
[29]. D.D.C. Nguyen, S.B. Jo, and D.S. Kim, (2013). “Design
method of piled-raft foundations under vertical load
considering interaction effects”. Computers and
Geotechnics, Vol. 47, pp. 16-27.
[30]. Alireza Roshan and Issa Shooshpasha, (2014).
“Numerical analysis of piled raft foundations in soft clay”.
EJGE, Vol.19, pp. 4541-4554.
[31]. C. Lodha Mayur and S. Talikoti Rajasekhar, (2015).
“Settlement Analysis of Piled Raft by Finite Element Analysis”.
International Journal of Research and Science &
Technology, Vol. 4, No. 3, pp. 127-133.
[32]. M. Ashutosh kumar, M. Deepankar choudary, and
Rolf Katzenbach, (2016). “Effect of earthquake on
combined piled raft foundation”. International Journal of
Geomechanics, Vol. 16, No. 5.
[33]. H.G. Poulos, J.C. Small, and H. Chow, (2011). “Piled
raft foundations for tall buildings”. Geotechnical
Engineering Journal of the SEAGS & AGSSEA, Vol. 42, No. 2,
pp. 78-84.
[34]. H.G. Poulos, (1999). “The design of piles with particular
reference to the Australian Piling Code”. Australian
Geomechanics, Vol. 34, No. 4, pp. 25-39.
[35]. F. Badelow, S. Kim, H.G. Poulos, and A. Abdelrazaq
(2009). “Foundation design for a tall tower in a reclamation
area”. Proc. 7th Int. Conf. Tall Buildings, Research Publishing,
pp. 815-823.
[36]. H.G. Poulos, J.C. Small, and H. Chow, (2011). “Piled
raft foundations for tall buildings”. Coffey Geotechnics,
Australia.
[37]. Katzenbach, R., Schmitt, A., and Turek, J. (2005).
“Assessing Settlement of High-Rise Structures by 3D
Simulations”. Computer-Aided Civil and Infrastructure
Engineering, Vol. 20, No. 3, pp. 221-229.
[38]. L. Zhang and A.M.Y Ng, (2006). “Limiting tolerable
settlement and angular distortion for building foundations”,
Probabilistic Applications in Geotechnical Engineering,
pp. 1-11.
[39]. E. Franke, B. Lutz, and Y. EL-Mossallamy, (1994). “Measurements and numerical modelling of high-rise
building foundations on Frankfurt clay”. In Vertical and
Horizontal Deformations of Foundations and
Embarkments, ASCE, pp. 1325-1336.
[40]. L.D. Ta and J.C. Small, (1996). “Analysis of piled raft
systems in layered soils”. Int. J. Numer and Analytical
Methods in Geomech., Vol. 20, No. 1, pp. 57-72.
[41]. El-Mossallamy, Y. and Franke, E., (1997). “Piled Raftsnumerical
Modeling to Simulate the Behavior of Pile Raft
Foundations”. ARCADIS, Trisehla & Partner.
[42]. Reul, O. and Randolph, M.F., (2003). “Piled rafts in
overconsolidated clay: Comparison of in situ
measurements and numerical analyses”. Geotechniques,
Vol. 53, No. 3, pp. 301-315.
[43]. Zienkiewicz and Cheung, (1967). “The Finite Element
Method in Structural and Continuum Mechanics”.
Numerical Solution of Problems in Structural and
Continuum Mechanics, Vol. 1, McGraw-Hill.
[44]. Oliver Reul, (2004). “Numerical study of the bearing
behavior of piled rafts”. International Journal of
Geomechanical Engineering, Vol. 4, No. 2, pp. 59-68.
[45]. J.C. Small and H.G. Poulos, (2007). “A method of
analysis of piled rafts”. Proc. 10th Australia New Zealand
Conf. on Geomechanics, Brisbane, pp. 550-555.
[46]. G.M. Zhuang, I.K. Lee, (1994). “An elastic analysis of
load distribution for raft–pile systems”. Finite Elements in
Analysis and Design, Vol. 18, No. 1, pp. 259–72.
[47]. J. Novak Lisa, C. Reese Lymon, and Shin-Tower Wang,
(2005). “Analysis of Pile-Raft Foundations with 3D Finite-
Element Method”. Structures Congress 2005: Metropolis
and Beyond, pp. 1-12.
[48]. Advanced Multi-Physics Simulation (AMPS) (2004). 3
Dimensional General-Purpose Finite Element Software,
AMPS Technologies Company.
[49]. H. Sommer, P. Wittmann, and P. Ripper, (1985). “Piled
raft foundation of a tall building in Frankfurt clay”.
Proceedings of 11th ICSMFE, Vol. 4.
[50]. E. Franke, (1991). “Measurements beneath Piled
Rafts”. Colloque International, Paris, pp. 1-28.
[51]. D.G. Lin, and Z.Y. Feng, (2006). “A numerical study of piled raft foundations”. Journal of the Chinese Institute of
Engineers, Vol. 29, No. 6, pp. 1091–1097.
[52]. F. Badelow, S. Kim, H.G. Poulos, and A. Abdelrazaq
(2009). “Foundation design for a tall tower in a reclamation
area”. Proc. 7th Int. Conf. Tall Buildings, Research Publishing,
pp. 815-823.
[53]. L.D. Ta, J.C. Small, (1996). “Analysis of piled raft
systems in layered soils”. Int J Numer Anal Methods
Geomech, Vol. 20, No. 1, pp. 57–72.
[54]. Coffey, CLAP (Combined Load Analysis of Piles)
(2007). User's Manual. Coffey Geotechnics, Sydney,
Australia,.
[55]. K. Horikoshi and M.F. Randolph, (1999). “Estimation of
overall settlement of piled rafts”. Soils and Founds, Vol. 39,
No. 2, pp. 59–68.
[56]. M. Huang, F. Liang, and Jiang, (2011). “A simplified
nonlinear analysis method for piled raft foundation in layered soils under vertical loading”. Computers and
Geotechnics, Vol. 38, No. 7, pp. 875–882.
[57]. D.D.C. Nguyen, S.B. Jo, and D.S. Kim, (2013). “Design
method of piled-raft foundations under vertical load
considering interaction effects”. Computers and
Geotechnics, Vol. 47, pp. 16–27.
[58]. M.F. Randolph and C.P. Wroth, (1978). “Analysis of
deformation of vertically loaded piles”. J. Geot. Eng. Div.,
Vol. 104, pp.1465-1488.
[59]. K. Horikoshi, T. Matsumoto, Y. Hashizume, T. Watanabe
and H. Fukuyama, (2003). “Performance of piled raft
foundations subjected to static horizontal loads”.
International Journal of Physical Modelling in Geotechnics,
Vol. 3, No. 2, pp. 37-50.
[60]. H.G. Poulos, (1994). “Settlement prediction for driven
piles and pile groups”. Spec. Tech. Pub. 40, ASCE, Vol. 2,
pp. 1629-1649.
