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Year 2014, Volume: 25 Issue: 125, - , 01.06.2014

Çiğdem Özçelik Ersoy Sönmez Yıldırım

Abstract

In this study, the behaviour of vertical piles installed to increase slope stability under lateral soil movement is observed by model tests conducted in a specially built large scale shear box in the geotechnics laboratory of Yıldız Technical University. Laboratory model tests were carried out on sandy soil slopes stabilized with piles. A row of four 800 mm long aluminum pipes with a diameter of 35 mm and wall thickness of 5 mm were used. Pile heads were connected to each other by means of an aluminum beam. Single row was subjected to loading due to lateral soil movement. Deformations and bending moments developed in the pile sections were measured by strain gauges attached at different points along the pile lengths. The results obtained from the experiments are compared with the methods found in the literature to contribute to a better understanding of this complicated geotechnical problem

Keywords

Slope stability lateral soil movement pile large scale shear box

References

  • Ito, T. and Matsui, T., (1975), “Methods to Estimate Lateral Force Acting on Stabilizing Piles”, Soils and Foundations, 15(4), pp. 43-59.
  • Ito, T., Matsui, T. and Hong, W. P., (1982), “Extended Design Method for Multi-Row Stabilizing Piles Against Landslide”, Soils and Foundations, 22(1), pp. 1-13.
  • Jinoh Won, Kwangho You, Sangseom Jeong and Sooil Kim (2005), “Coupled Effects in Stability Analysis of Pile-Slope Systems”, Computers and Geotechnics, 32 (2005) 304-315.
  • S. T. Kok and Bujang B. K. Huat (2008), “Numerical Modeling of Laterally Loaded Piles”, American Journal of Applied Sciences 5 (10): 1403-1408.
  • Sangseom Jeong, Byungchul, Jinoh Won and Jinhyung Lee (2003), “Uncoupled Analysis of Stabilizing Piles in Weathered Slopes”, Computers and Geotechnics 30 (2003) 671-682.
  • Mark J. Thompson, Muhannad T. Suleiman and David J. White, (2005), "Lateral Load Tests on Small-Diameter Piles for Slope Remediation", Proceedings of the 2005 Mid-Continent Transportation Research Symposium, Ames, Iowa.
  • D. Ghosh Roy, M.F. Bransby and G.J. Yun (2004), "Centrifuge Investigation of The Lateral Response of Pile Groups in Sand", Division of Civil Engineering, University of Dundee, Paper No. 2004-MFB-01
  • Bransby, M.F. (1995), " Piled Foundations Adjacent to Surcharge Loads", PhD. thesis, University of Cambridge.
  • J.L. Pan, A.T.C. Goh, K.S. Wong and C.I. Teh, (2000), "Model Tests on Single Piles İn Soft Clay", Canadian Geotechnical Journal, Aug 2000; 37,4; ProQuest Science Journals, pg 890.
  • Ramin Motamed and Ikuo Towhata, (2010), "Shaking Table Model Tests on Pile Groups behind Quay Walls Subjected to Lateral Spreading", Journal of Geotechnical and Geoenviromental Engineering, ASCE, Vol. 136, No. 3, pp. 477-489.
  • Chen, L.T. and Poulos, H.G., (1997), "Piles Subjected to Lateral Soil Movements", Journal of Geotechnical and Geoenvironmental Engineering, ASCE,123(9), 802-811.
  • Chen, L.T. and Poulos, H.G., (1996), "The Behaviour of Piles Subjected to Lateral Soil Movement",Proc., 7th ANZ Conf. On Geomech., 604-609.
  • Poulos , H.G., and Chen, L.T., (1997), "Pile Response Due to Unsupported Excavation-Induced Lateral Soil Movement", J. Geotech. Engrg., ASCE, 123(2), 94- 99.
  • Poulos HG. (1995), "Design of reinforcing piles to increase slope stability", Canadian Geotechnical Journal 1995; 32(5): 808–18.
  • Reese, L.C., Cox, W.R. and Koop, F.D., (1974), “Analysis of Laterally Loaded Piles in Sand”, Preceeding Offshere Technology Conference, Paper No: OTC 2080, pp. 473-48, Houston.
  • Brinch Hansen, J., (1961), “The Ultimate Resistance of Rigid Piles Against Transversal Forces”, Danish Geotechnical Institue Bull. No.12, Copenhagen, p.5-9.
  • Praskash, S. and Sharma, H., (1989), “Pile Foundation in Engineering Practice”, John Wiley& Sons Inc., New York.
  • Reese L.C., Matlock, H., (1956), “Non-dimensional Solutions for Laterally Loaded Piles with Soil Modulus Assumed Proportional to Depth”, Proceeding 8th Texas Conference on Soil Mechanics and Foundation Engineering, Austin, pp. 1-45
  • Broms, B.B, (1964), “Lateral Resistance of Piles in Cohesionless Soils”, Journal of Soil Mechanics and Foundation Engineering, ASCE, Vol. 90, No. SM3, pp. 123-156.
  • Özçelik, Çiğdem, (2007), “Şevlerde Yanal Yüklü Kazıkların Laboratuar Koşullarında Modellenmesi”, Master thesis, YTÜ.

Experimental Investigation of Piles Behavior Subjected to Lateral Soil Movement

Year 2014, Volume: 25 Issue: 125, - , 01.06.2014

Çiğdem Özçelik Ersoy Sönmez Yıldırım

Abstract

Keywords

-

References

  • Ito, T. and Matsui, T., (1975), “Methods to Estimate Lateral Force Acting on Stabilizing Piles”, Soils and Foundations, 15(4), pp. 43-59.
  • Ito, T., Matsui, T. and Hong, W. P., (1982), “Extended Design Method for Multi-Row Stabilizing Piles Against Landslide”, Soils and Foundations, 22(1), pp. 1-13.
  • Jinoh Won, Kwangho You, Sangseom Jeong and Sooil Kim (2005), “Coupled Effects in Stability Analysis of Pile-Slope Systems”, Computers and Geotechnics, 32 (2005) 304-315.
  • S. T. Kok and Bujang B. K. Huat (2008), “Numerical Modeling of Laterally Loaded Piles”, American Journal of Applied Sciences 5 (10): 1403-1408.
  • Sangseom Jeong, Byungchul, Jinoh Won and Jinhyung Lee (2003), “Uncoupled Analysis of Stabilizing Piles in Weathered Slopes”, Computers and Geotechnics 30 (2003) 671-682.
  • Mark J. Thompson, Muhannad T. Suleiman and David J. White, (2005), "Lateral Load Tests on Small-Diameter Piles for Slope Remediation", Proceedings of the 2005 Mid-Continent Transportation Research Symposium, Ames, Iowa.
  • D. Ghosh Roy, M.F. Bransby and G.J. Yun (2004), "Centrifuge Investigation of The Lateral Response of Pile Groups in Sand", Division of Civil Engineering, University of Dundee, Paper No. 2004-MFB-01
  • Bransby, M.F. (1995), " Piled Foundations Adjacent to Surcharge Loads", PhD. thesis, University of Cambridge.
  • J.L. Pan, A.T.C. Goh, K.S. Wong and C.I. Teh, (2000), "Model Tests on Single Piles İn Soft Clay", Canadian Geotechnical Journal, Aug 2000; 37,4; ProQuest Science Journals, pg 890.
  • Ramin Motamed and Ikuo Towhata, (2010), "Shaking Table Model Tests on Pile Groups behind Quay Walls Subjected to Lateral Spreading", Journal of Geotechnical and Geoenviromental Engineering, ASCE, Vol. 136, No. 3, pp. 477-489.
  • Chen, L.T. and Poulos, H.G., (1997), "Piles Subjected to Lateral Soil Movements", Journal of Geotechnical and Geoenvironmental Engineering, ASCE,123(9), 802-811.
  • Chen, L.T. and Poulos, H.G., (1996), "The Behaviour of Piles Subjected to Lateral Soil Movement",Proc., 7th ANZ Conf. On Geomech., 604-609.
  • Poulos , H.G., and Chen, L.T., (1997), "Pile Response Due to Unsupported Excavation-Induced Lateral Soil Movement", J. Geotech. Engrg., ASCE, 123(2), 94- 99.
  • Poulos HG. (1995), "Design of reinforcing piles to increase slope stability", Canadian Geotechnical Journal 1995; 32(5): 808–18.
  • Reese, L.C., Cox, W.R. and Koop, F.D., (1974), “Analysis of Laterally Loaded Piles in Sand”, Preceeding Offshere Technology Conference, Paper No: OTC 2080, pp. 473-48, Houston.
  • Brinch Hansen, J., (1961), “The Ultimate Resistance of Rigid Piles Against Transversal Forces”, Danish Geotechnical Institue Bull. No.12, Copenhagen, p.5-9.
  • Praskash, S. and Sharma, H., (1989), “Pile Foundation in Engineering Practice”, John Wiley& Sons Inc., New York.
  • Reese L.C., Matlock, H., (1956), “Non-dimensional Solutions for Laterally Loaded Piles with Soil Modulus Assumed Proportional to Depth”, Proceeding 8th Texas Conference on Soil Mechanics and Foundation Engineering, Austin, pp. 1-45
  • Broms, B.B, (1964), “Lateral Resistance of Piles in Cohesionless Soils”, Journal of Soil Mechanics and Foundation Engineering, ASCE, Vol. 90, No. SM3, pp. 123-156.
  • Özçelik, Çiğdem, (2007), “Şevlerde Yanal Yüklü Kazıkların Laboratuar Koşullarında Modellenmesi”, Master thesis, YTÜ.
There are 20 citations in total.

Details

Primary Language Turkish
Journal Section Articles
Authors

Çiğdem Özçelik Ersoy This is me

Sönmez Yıldırım This is me

Publication Date June 1, 2014
Submission Date June 18, 2015
Published in Issue Year 2014 Volume: 25 Issue: 125

Cite

APA Ersoy, Ç. Ö., & Yıldırım, S. (2014). Experimental Investigation of Piles Behavior Subjected to Lateral Soil Movement. Teknik Dergi, 25(125).
AMA Ersoy ÇÖ, Yıldırım S. Experimental Investigation of Piles Behavior Subjected to Lateral Soil Movement. Teknik Dergi. June 2014;25(125).
Chicago Ersoy, Çiğdem Özçelik, and Sönmez Yıldırım. “Experimental Investigation of Piles Behavior Subjected to Lateral Soil Movement”. Teknik Dergi 25, no. 125 (June 2014).
EndNote Ersoy ÇÖ, Yıldırım S (June 1, 2014) Experimental Investigation of Piles Behavior Subjected to Lateral Soil Movement. Teknik Dergi 25 125
IEEE Ç. Ö. Ersoy and S. Yıldırım, “Experimental Investigation of Piles Behavior Subjected to Lateral Soil Movement”, Teknik Dergi, vol. 25, no. 125, 2014.
ISNAD Ersoy, Çiğdem Özçelik - Yıldırım, Sönmez. “Experimental Investigation of Piles Behavior Subjected to Lateral Soil Movement”. Teknik Dergi 25/125 (June 2014).
JAMA Ersoy ÇÖ, Yıldırım S. Experimental Investigation of Piles Behavior Subjected to Lateral Soil Movement. Teknik Dergi. 2014;25.
MLA Ersoy, Çiğdem Özçelik and Sönmez Yıldırım. “Experimental Investigation of Piles Behavior Subjected to Lateral Soil Movement”. Teknik Dergi, vol. 25, no. 125, 2014.
Vancouver Ersoy ÇÖ, Yıldırım S. Experimental Investigation of Piles Behavior Subjected to Lateral Soil Movement. Teknik Dergi. 2014;25(125).