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An Experimental Investigation on Behavior of Timber Pile Groups in Sandy Soil
Authors
12 Civil Engineering, IES College of Engineering, Kerala, India.
Article Information
- DOI
- No DOI
- Organised By
- IES College of Engineering
- Conference Date
- 15 May 2023
- Pages
- 77-81
- Article Type
- Research Article
- Check for updates
- No DOI available for cross-reference
References
1. Davis, E.H. and Poulos, H.G. (1972). “The Analysis of Piled Raft Systems”, Aust. Geomechs. J., G2: 21-27
2. Poulos, H.G. and Davis, E.H. (1980). “Pile Foundation Analysis and Design”, Wiley, New York
3. Poulos, H.G. (1994). “An Approximate Numerical Analysis of Pile-Raft Interaction”, Int. J. NAM Geomechs., 18 pp. 73-92
4. Van Impe W.F. (2001) “Methods of Analysis of Piled Raft Foundation” A Report prepared on behalf of Technical Committee TC18 on
Piled Foundation, International Society of Soil Mechanics and Geotechnical Engineering.
5. Lee J.H, Kim Y and Jeong S., (2010) “Three-dimensional analysis of bearing behaviour of piled raft on soft clay”, Computers and
Geotechnics, 37 pp.103-114
6. Dr. Mosa Jawad Al-mosawe, Dr A’amal Abdul Ghani Al-Saidi, Dr. Faris Waleed Jawad (2013) “Experimental and Numerical Analysis
of Piled Raft Foundation with Different Length of Piles Under Static Loads” Journal of Engineering Vol 19, pp. 543-549
7. Lee S.H., and Chung C.K.,(2005),”An experimental study of the interaction of vertical loaded pile groups in sand”,Canadian
Geotechnical Journal, vol 42, pp 1485-1493
8. El Sawwaf, M. (2010), “Experimental Study of Eccentrically Loaded Raft with Connected and Unconnected Short Piles”. Journal of
Geotechnical and Geoenvironmental Engineering. ASCE. Vol. 136. No. 10. pp. 1394 -1402.
9. Poulos, H. G (1993) “Piled raft in swelling or consolidating soils, Journal of Geotechnical Engineering”, ASCE,Vol.119, No.2, pp.374-
380
10. Clancy, P. and Randolph, M. F. (1993). “Analysis and Design of Piled Raft Foundations”, Int. Jnl. Num. Methods in Geomechs., 17, pp.
849-869.
11. Zhang, H. H. and Small, J. C. (2000).”Analysis of Capped Piled Groups Subjected to Horizontal and Vertical Loads”, Computers and
Geotechnics, 26,pp. 1-21
12. Bourgeois E., P. Buhan de, Hassen G.,(2012)”Settlement analysis of piled-raft foundations by means of a multiphase model accounting
for soil-pile interactions”, Computers and Geotechnique, Vol (46),pp. 26-38
13. Basuony El-Garhy, Ahmed Abdel Galil, Abdel-Fattah Youssef, Mohamed Abo Raia,(2013),”Behavior of raft on settlement reducing
piles: Experimental model study”,Journal of Rock Mechanics and Geotechnical Engineering Vol(5), pp. 389–399
14. Fraser, R. A., & Wardle, L. J. (1976). “Numerical analysis of rectangular rafts on layered foundations” Géotechnique 26(4), pp. 613-
630.
15. Kuwabara, F. (1989). “Elastic analysis of piled raft foundations in a homogeneous Soil”. Soils and Foundation, 29(1), pp. 82-92.
16. Trochanis, A. M., J. Bielak, and P. Christiano (1991) “Three -dimensional nonlinear study of piles”, Journal of Geotechnical
Engineering, ASCE, Vol.117, No.3, pp. 429-447
2. Poulos, H.G. and Davis, E.H. (1980). “Pile Foundation Analysis and Design”, Wiley, New York
3. Poulos, H.G. (1994). “An Approximate Numerical Analysis of Pile-Raft Interaction”, Int. J. NAM Geomechs., 18 pp. 73-92
4. Van Impe W.F. (2001) “Methods of Analysis of Piled Raft Foundation” A Report prepared on behalf of Technical Committee TC18 on
Piled Foundation, International Society of Soil Mechanics and Geotechnical Engineering.
5. Lee J.H, Kim Y and Jeong S., (2010) “Three-dimensional analysis of bearing behaviour of piled raft on soft clay”, Computers and
Geotechnics, 37 pp.103-114
6. Dr. Mosa Jawad Al-mosawe, Dr A’amal Abdul Ghani Al-Saidi, Dr. Faris Waleed Jawad (2013) “Experimental and Numerical Analysis
of Piled Raft Foundation with Different Length of Piles Under Static Loads” Journal of Engineering Vol 19, pp. 543-549
7. Lee S.H., and Chung C.K.,(2005),”An experimental study of the interaction of vertical loaded pile groups in sand”,Canadian
Geotechnical Journal, vol 42, pp 1485-1493
8. El Sawwaf, M. (2010), “Experimental Study of Eccentrically Loaded Raft with Connected and Unconnected Short Piles”. Journal of
Geotechnical and Geoenvironmental Engineering. ASCE. Vol. 136. No. 10. pp. 1394 -1402.
9. Poulos, H. G (1993) “Piled raft in swelling or consolidating soils, Journal of Geotechnical Engineering”, ASCE,Vol.119, No.2, pp.374-
380
10. Clancy, P. and Randolph, M. F. (1993). “Analysis and Design of Piled Raft Foundations”, Int. Jnl. Num. Methods in Geomechs., 17, pp.
849-869.
11. Zhang, H. H. and Small, J. C. (2000).”Analysis of Capped Piled Groups Subjected to Horizontal and Vertical Loads”, Computers and
Geotechnics, 26,pp. 1-21
12. Bourgeois E., P. Buhan de, Hassen G.,(2012)”Settlement analysis of piled-raft foundations by means of a multiphase model accounting
for soil-pile interactions”, Computers and Geotechnique, Vol (46),pp. 26-38
13. Basuony El-Garhy, Ahmed Abdel Galil, Abdel-Fattah Youssef, Mohamed Abo Raia,(2013),”Behavior of raft on settlement reducing
piles: Experimental model study”,Journal of Rock Mechanics and Geotechnical Engineering Vol(5), pp. 389–399
14. Fraser, R. A., & Wardle, L. J. (1976). “Numerical analysis of rectangular rafts on layered foundations” Géotechnique 26(4), pp. 613-
630.
15. Kuwabara, F. (1989). “Elastic analysis of piled raft foundations in a homogeneous Soil”. Soils and Foundation, 29(1), pp. 82-92.
16. Trochanis, A. M., J. Bielak, and P. Christiano (1991) “Three -dimensional nonlinear study of piles”, Journal of Geotechnical
Engineering, ASCE, Vol.117, No.3, pp. 429-447
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