Simulation the Behavior of Passive Rigid Pile in Sandy Soil
This research studied the behavior of a rigid pile driven into sandy soil and subjected to soil movement. The behavior of the pile was simulated in two cases: loaded and unloaded. The modeled piles were made of aluminum and had a diameter (D) of 10 mm. Embankment loads were applied at three different distances from the face of the pile (2.5, 5, and 10) D. Strain gauges were fixed at four points along the pile shaft using a half-bridge configuration to measure the strains resulted from the lateral movement of the soil. The results obtained from the physical model were the lateral and vertical movements at the surface of the soil and the bending strain along the pile shaft. These results were analyzed numerically to calculate the bending moment, pile rotation, pile deflection, shear force, and soil reaction profiles. Some of these results were measured experimentally and others were calculated theoretically based on the measured strains. The maximum deflection of the axially loaded pile was more than that in the unloaded pile by 26%, 108%, and 159%, with the embankment at distances (2.5, 5, and 10) D, respectively. The rigid pile provided more resistance to the pressure generated from the soil movement.
Salgado, R., Basu, D. & Prezzi, M., Analysis of Laterally Loaded Piles in Multilayered Soil Deposits, Joint Transportation Research Program, 330, 2008.
Fleming, W.G.K., A New Method for Single Pile Settlement for Prediction and analysis, Geotechnique, 42(3), pp. 411-425, 1992.
Ercan, A., Behaviour of Pile Groups under Lateral Loads, M.Sc. Thesis, Civil Engineering Department, Middle East Technical University, 2010.
Fleming, W.G.K., Weltman, A.J., Randolph, M.F. & Elson, W.K., Piling Engineering, Taylor and Francis, London and New York, 2008.
Beer, D., Piles Subjected to Static Lateral Loads, State of the Art Report, Proc. 9th ICSMFE, 10 Specialty Session, Tokyo, 1–14, 1977.
Qin, H., Response of Pile Foundations Due to Lateral Force and Soil Movements, PhD thesis, Griffith University, School of Engineering, 2010.
Huat, B.K., Noorzaei, J. & Jaafar, M.S., Modeling of Passive Piles -An Overview, Electronic Journal of Geotechnical Engineering, 14, pp. 1-22, 2009.
Kahyaoglu, M.R., Imancli, G., Onal, O. & Kayalat, A.S., Numerical Analyses of Piles Subjected To Lateral Soil Movements, KSCE Journal of Civil Engineering, 16(4), pp. 562-568, 2012.
Zhao, M., Liu, D., Zhang, L. & Jiang, C., 3D Finite Element Analysis on Pile-Soil Interaction of Passive Pile Group, J. Cent. South Univ. Technol., 15, pp. 75-80, 2008.
Yuan, B., Chen, R., Teng, J., Peng, T. & Feng, Z., Effect of Passive Pile on 3D Ground Deformation and on Active Pile Response, The Scientific World Journal, 2014, Article ID 904186, 6 pp, 2014 . DOI: 10.1155/2014/ 904186.
Zhang, C.R., Huang, M.S. & Liang, F.Y., Lateral Responses of Piles Due to Excavation-Induced Soil Movements, Geotechnical Aspects of Underground Construction in Soft Ground – Ng, Huang & Liu (eds), Taylor & Francis Group, London, 2009.
Ti, K.S., Huat, B.B., Noorzaei, J., Jaafar, M.S. & Sew, G.S., Modeling of Passive Piles – An Overview, Electronic Journal of Geotechnical Engineering, 14, pp. 415-426, 2009.
Karim, M.R., Lo, S.C. & Gnanendran, C.T., Behaviour of Piles Subjected to Passive Loading Due to Embankment Construction, Canadian Geotechnical Journal, 51(3), pp. 303-310, 2013.
Ersoy, C.O. & Yildirim, S., Experimental Investigation of Piles Behavior Subjected to Lateral Soil Movement, Teknik Dergi, 25(4), pp. 6867-6888, 2014.
Aljorany, A.N., Analytical Solution to the Problem of Passive Shaft Resistance Due to Lowering of Groundwater Table, Journal of GeoEngineering, 12(3), pp. 119-127, 2017.
Karkush, M.O. & Kareem, Z.A., Investigation the Impacts of Fuel Oil Contamination on the Behaviour of Passive Piles Group in Clayey Soils, European Journal of Environmental and Civil Engineering, pp. 1-17, 2018.
Karkush, M.O. & Kareem, Z.A., Behavior of Passive Pile Foundation in Clayey Soil Contaminated with Fuel Oil, KSCE Journal of Civil Engineering, 23(1), pp. 110-119, 2019.
Ren, G.F., Xu, G.M., Gu, X.W., Cai, Z.Y., Shi, B.X. & Chen, A.Z., Centrifuge Modelling for Lateral Pile-Soil Pressure on Passive Part of Pile Group with Platform, in Physical Modelling in Geotechnics, 1, pp. 583-587. CRC Press, 2018.
American Society for Testing and Materials, Annual Book of ASTM Standards: Soil and Rock, ASTM, Philadelphia, PA, 2003.
British Standards BS 1377, Methods of Testing for Civil Engineering Purpose, British Standards Institution, London, 1976.
Poulos, H.G. & Davies, E.H., Pile Foundation Analysis and Design, Wiley, New York, N.Y, 1980.
Terzaghi, K., Theoretical Soil Mechanics, Wiley, New York, 1944.
Bolton, M.D., Gui, M.W., Garnerier, J., Corte, J.F., Bagge, G., Laue, J. & Renzi, R., Centrifuge Cone Penetration Tests in Sand, ASCE, 49(4), pp. 543-552, 1999.
Kishida, H., The Ultimate Bearing Capacity of Pipe Piles in Sand, Proceedings of the 3rd Asian Regional Conference of Soil Mechanics and Foundation Engineering, 1, pp. 196-199, 1967.
Springman, S.M., Lateral Loading on Piles Due to Simulated Embankment Construction, Unpublished Doctoral Dissertation, Cambridge University, England, 1989.
Bransby, M.F., Piled Foundations Adjacent to Surcharge Loads, Unpublished Doctoral Dissertation, University of Cambridge, England, 1995.
Bransby, M.F. & Springman, S.M., Centrifuge Modeling of Pile Groups Adjacent to Surcharge Loads, Soils and Foundations, Japanese Geotechnical Society, 37(2), pp. 39-49, 1997.
Stewart, D.P., Lateral Loading of Piled Bridge Abutments Due to Embankment Construction, Unpublished Doctoral Dissertation, University of Western Australia, Australia, 1992.
Chen, L.T. & Poulos, H.G., Piles Subjected to Lateral Soil Movements, Journal of Geotechnical and Geoenvironmental Engineering, 123(9), pp. 802-811, 1997.
Chen, F. & Yang, M., Numerical Analysis of Piles Influenced by Lateral Soil Movement Due to Surcharge Loads, Chinese Journal of Geotechnical Engineering, 27(11), pp. 1286- 1291, 2005.
Levachev, S.N., Fedorovsky, V.G., Kurillo, S.V. & Kolesnikov, Y.M., Piles in Hydrotechnical Engineering, Taylor and Francis, 2002.
Scott, R.F. Foundation Analysis. Prentice-Hall, Englewood Cliffs, NJ, 1981.
Karkush, M.O., Aljorany, A.N. & Jaffar, G.S., Behavior of Passive Single Pile in Sandy Soil, IOP Conf. Series: Materials Science and Engineering, 737(012106), pp. 1-12, 2020.
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