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Laboratory Investigation of CFG pile on sandy soil
Authors
1 Post Graduate Student, Civil, Geotechnical Engineering, IES College of Engineering, Thrissur, Kerala, India. 2 Assistant Professor, Civil, Geotechnical Engineering, IES College of Engineering, Thrissur, Kerala, India.
Article Information
- DOI
- No DOI
- Organised By
- IES College of Engineering
- Conference Date
- 15 May 2023
- Pages
- 16-21
- Article Type
- Research Article
- Check for updates
- No DOI available for cross-reference
References
1. L. C. Zhao, “Construction Method of Current Controlling Length of Cement Mixing Pile and CFG Pile for Soft Soil Sub grade,” Appl.
Mech. Mater., vol. 443, pp. 123–128, 2013.
2. J. S. Zhang, C. Guo, and S. W. Xiao, “Analysis of Effect of CFG PileCompositeFoundationPileSpacingonEmbankmentStabilityBasedonCentrifugalModelTests,”Appl. Mech.Mater.,vol. 178–181,pp. 1641–
1648, 2012.
3. R. Zhenxing, H. Xiao, X. Guo, and L. Huang, “Analysis of the Effect of Ground water Exploitation on High-Speed Railway Pile-Slab
Structure Su bgrade,” Open Mech. Eng.J., vol. 9, no. 1, pp. 455–459, 2015.
4. M. Zhang and X. Zhang, “A Field Experimental Study of Composite Foundation withCFG Pile + Vibro-replacement Stone Column Pile
in Liquefaction Area,” vol. 124, no. Isaeece,pp. 75–78, 2017.
5. G. Zheng, Y. Jiang, J. Han, and Y. F. Liu, “Performance of cement-fly ash-gravel pilesupportedhigh-
speedrailwayembankmentsoversoftmarineclay,”Mar.Georesources Geo technol., vol. 29, no. 2, pp. 145–161, 2011.
6. D.P.JiangandB.L.Wang,“AnAnalysisonFailurePatternofCFGPile-NetComposite Foundation of High-Speed Railway,” Adv. Mater.
Res., vol. 594–597, pp.1357–1362, 2012.
7. W. Li and X. Bian, “Dynamic Performance of Pile-supported Bridge-embankmentTransition Zones under High-speed Train Moving
Loads,” Procedia Eng., vol. 143, no.Ictg,pp. 1059–1067, 2016.
8. J. Feng, X. Y. Wu, and J. H. Zhang, “Settlement formula of stabilized layer in CFGcomposite foundation of high-speed railway,”
Electron. J. Geotech. Eng., vol. 19, no.W,pp. 6867–6878, 2014.
9. M. Hasan and N. K. Samadhiya, “Performance of geosynthetic-reinforced granularpiles in soft clays: Model tests and numerical
analysis,” Comput. Geotech., vol. 87, pp.178–187, 2017.
10. P.Voottipruex, T.Suksaw at, D.T.Bergado,andP.Jamsawang,“Numericalsimulations and parametric study of SDCM and DCM piles
under full scale axial andlateralloads,”Comput. Geotech., vol. 38,no. 3, pp. 318–329, 2011.
11. H.Y. CaoandY.F. Liu,“Optimum DesignofCFGPile Compound FoundationBased on Numerical Simulation Method,” Appl. Mech.
Mater., vol. 578–579, pp.346–350, 2014.
12. M.Samanta andR.Bhowmik, “3D numerical analysis of pile draft foundation instone
Column improved soft soil,”Int.J. Geotech.Eng., vol. 6362,pp.1–10, 2017.
13. N. B. Umravia, M. Parmar, S. V Patil, and M. Aman, “Recent Study on the Behaviourof CFG Pile , DM ( Deep Mixing ) Column and
Stone Columns Ground ImprovementTechnology,”no. February,pp. 241–246, 2019.
14. L. Wu, “Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel PileSupported Embankments over Completely
Decomposed Granite Soil: A Case Study,”Adv.Mater.Sci. Eng.,vol. 2018, pp. 1–11,2018.
15. V. V Pagar, “Review of Existing Design Methods for CFG (Cement-Fly Ash- Gravel) Pile Supported Composite Foundation
Embankment,”vol. 5,no.3, pp.799–806,2018.
16. S. You, X. Cheng, H. Guo, and Z. Yao, “Experimental study on structural response of CFG energy piles,”Appl. Therm. Eng., 2016.
17. S. W. Abusharar,J.J.Zheng,andB.G.Chen, “Finite elementmodelingof theconsolidationbehaviorofmulti-
columnsupportedroadembankment,”Comput.Geotech.,vol. 36, no. 4, pp. 676–685, 2009.
18. N. B. Umravia and C. H. Solanki, “Evaluate the Bearing Capacity of CFG Pile byNumericalAnalysis Method,”vol. 6, no. 2, pp.37–44,
2018.
19. CuiShengdong, Applicationof CFGPileinSoftFoundationDisposalofExpressway[J],TransportStandardization,2009,198 (6):114-116.
20. Duncan J M, Chang C Y. Nonlinear analysis of stress and strain in soils. Proc. ASCE,JSMFD1970, 96(SM5), 1629~1633.
21. Poulos h g, Davis e h. Pile foundation analysis and design[M]. New York: John Wiley&SonsInc,1980.
22. HAN Yun-shan, BAI Xiao-hong, LIANG Ren-wang. Cushion influence on bearingcapacity of composite foundation with cement fly-ash
gravel piles[J]. Chinese JournalofRockMechanicsandEngineering, 2004,23(20):3498−3503. (inChinese)
23. SHIJian-yong.Soil mechanics[M].Beijing:ChinaCommunicationPress,2004.
24. ZHAO Ming-hua, YANG Ming-hui, ZOU Xin-jun. Vertical bearing capacity of pilebased on load transfer model[J]. Journal of Central
South University of Technology,2005,12(4): 488−493.
Mech. Mater., vol. 443, pp. 123–128, 2013.
2. J. S. Zhang, C. Guo, and S. W. Xiao, “Analysis of Effect of CFG PileCompositeFoundationPileSpacingonEmbankmentStabilityBasedonCentrifugalModelTests,”Appl. Mech.Mater.,vol. 178–181,pp. 1641–
1648, 2012.
3. R. Zhenxing, H. Xiao, X. Guo, and L. Huang, “Analysis of the Effect of Ground water Exploitation on High-Speed Railway Pile-Slab
Structure Su bgrade,” Open Mech. Eng.J., vol. 9, no. 1, pp. 455–459, 2015.
4. M. Zhang and X. Zhang, “A Field Experimental Study of Composite Foundation withCFG Pile + Vibro-replacement Stone Column Pile
in Liquefaction Area,” vol. 124, no. Isaeece,pp. 75–78, 2017.
5. G. Zheng, Y. Jiang, J. Han, and Y. F. Liu, “Performance of cement-fly ash-gravel pilesupportedhigh-
speedrailwayembankmentsoversoftmarineclay,”Mar.Georesources Geo technol., vol. 29, no. 2, pp. 145–161, 2011.
6. D.P.JiangandB.L.Wang,“AnAnalysisonFailurePatternofCFGPile-NetComposite Foundation of High-Speed Railway,” Adv. Mater.
Res., vol. 594–597, pp.1357–1362, 2012.
7. W. Li and X. Bian, “Dynamic Performance of Pile-supported Bridge-embankmentTransition Zones under High-speed Train Moving
Loads,” Procedia Eng., vol. 143, no.Ictg,pp. 1059–1067, 2016.
8. J. Feng, X. Y. Wu, and J. H. Zhang, “Settlement formula of stabilized layer in CFGcomposite foundation of high-speed railway,”
Electron. J. Geotech. Eng., vol. 19, no.W,pp. 6867–6878, 2014.
9. M. Hasan and N. K. Samadhiya, “Performance of geosynthetic-reinforced granularpiles in soft clays: Model tests and numerical
analysis,” Comput. Geotech., vol. 87, pp.178–187, 2017.
10. P.Voottipruex, T.Suksaw at, D.T.Bergado,andP.Jamsawang,“Numericalsimulations and parametric study of SDCM and DCM piles
under full scale axial andlateralloads,”Comput. Geotech., vol. 38,no. 3, pp. 318–329, 2011.
11. H.Y. CaoandY.F. Liu,“Optimum DesignofCFGPile Compound FoundationBased on Numerical Simulation Method,” Appl. Mech.
Mater., vol. 578–579, pp.346–350, 2014.
12. M.Samanta andR.Bhowmik, “3D numerical analysis of pile draft foundation instone
Column improved soft soil,”Int.J. Geotech.Eng., vol. 6362,pp.1–10, 2017.
13. N. B. Umravia, M. Parmar, S. V Patil, and M. Aman, “Recent Study on the Behaviourof CFG Pile , DM ( Deep Mixing ) Column and
Stone Columns Ground ImprovementTechnology,”no. February,pp. 241–246, 2019.
14. L. Wu, “Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel PileSupported Embankments over Completely
Decomposed Granite Soil: A Case Study,”Adv.Mater.Sci. Eng.,vol. 2018, pp. 1–11,2018.
15. V. V Pagar, “Review of Existing Design Methods for CFG (Cement-Fly Ash- Gravel) Pile Supported Composite Foundation
Embankment,”vol. 5,no.3, pp.799–806,2018.
16. S. You, X. Cheng, H. Guo, and Z. Yao, “Experimental study on structural response of CFG energy piles,”Appl. Therm. Eng., 2016.
17. S. W. Abusharar,J.J.Zheng,andB.G.Chen, “Finite elementmodelingof theconsolidationbehaviorofmulti-
columnsupportedroadembankment,”Comput.Geotech.,vol. 36, no. 4, pp. 676–685, 2009.
18. N. B. Umravia and C. H. Solanki, “Evaluate the Bearing Capacity of CFG Pile byNumericalAnalysis Method,”vol. 6, no. 2, pp.37–44,
2018.
19. CuiShengdong, Applicationof CFGPileinSoftFoundationDisposalofExpressway[J],TransportStandardization,2009,198 (6):114-116.
20. Duncan J M, Chang C Y. Nonlinear analysis of stress and strain in soils. Proc. ASCE,JSMFD1970, 96(SM5), 1629~1633.
21. Poulos h g, Davis e h. Pile foundation analysis and design[M]. New York: John Wiley&SonsInc,1980.
22. HAN Yun-shan, BAI Xiao-hong, LIANG Ren-wang. Cushion influence on bearingcapacity of composite foundation with cement fly-ash
gravel piles[J]. Chinese JournalofRockMechanicsandEngineering, 2004,23(20):3498−3503. (inChinese)
23. SHIJian-yong.Soil mechanics[M].Beijing:ChinaCommunicationPress,2004.
24. ZHAO Ming-hua, YANG Ming-hui, ZOU Xin-jun. Vertical bearing capacity of pilebased on load transfer model[J]. Journal of Central
South University of Technology,2005,12(4): 488−493.
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