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Experimental Facilities to Study the Behavior of Piles

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Behavior of Pipe Piles in Sand

Part of the book series: Springer Series in Geomechanics and Geoengineering ((SSGG))

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Abstract

This chapter documents the design, fabrication, and performance of the experimental facility designed to study the behavior of piles in sand. The equipment consists of a pressure chamber; feedback control system; data acquisition system; loading frame; sand handling, pluviating, saturating, and drying apparatus have been integrated to allow convenient load testing of piles under simulated field conditions. The experimental apparatus is presented with sufficient details to allow readers to duplicate or modify the design to suit their own needs.

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References

  • Al-Douri, R.H., Hull, T.S., Poulos, H.G.: Influence of Test Chamber Boundary Conditions on Sand Bed Response. Geotechnical Testing Journal, GTJODJ 16(4), 550–562 (1993)

    Article  Google Scholar 

  • Anderson, D.G., Stokoe, K.H.: Shear Modulus a Time Dependent Soil Property. Dynamic Geotechnical Testing, ASTM, 66–90 (1978)

    Google Scholar 

  • Blake, A.: Practical Stress Analysis in Engineering Design, 2nd edn. Marcel Dekker, Inc., NY (1990)

    Google Scholar 

  • Cole, C.T., Sundman, J.: UNIX in Real Time, What it Takes to Make the Grade, UNIX Review (1985)

    Google Scholar 

  • Ghionna, V.N., Jamiolkowski, M.: A Critical Appraisal of Calibration Testing in Sands. In: Proc. of the 1st Int. Symposium on Calibration Chamber Testing, Potsdam, NY, pp. 13–39 (1991)

    Google Scholar 

  • Fouse, J.L.: Group Behavior of Axially-Loaded Piles in Sand, Master Thesis, The University of Texas at Austin (1984)

    Google Scholar 

  • Mesri, G., Feng, T.W., Benak, J.M.: Post Densification Penetration Resistance of Clean Sands. Journal of Geotechnical Engineering, ASCE (1990)

    Google Scholar 

  • O’Neill, M.: Houston’s Calibration Chamber, Case Histories. In: Proc. 1st Int. Symposium on Calibration Chamber Testing, Potsdam, NY, pp. 13–39 (1991)

    Google Scholar 

  • Parkin, A.K., Lunne, T.: Boundary Effects in the Laboratory Calibration of a Cone Penetrometer in Sand. In: Proc. 2nd European Symposium on Penetration Testing, vol. 2, pp. 761–768 (1982)

    Google Scholar 

  • Parkin, A.K.: The Calibration of Cone Penetrometers. In: deRuiter, J. (ed.) Proc. Penetration Testing 1988, Balkema, Rotterdam, vol. 1, pp. 221–243 (1988)

    Google Scholar 

  • Rad, N.S., Tumay, M.T.: Factors Affecting Sand Specimen Preparation by Raining. Geotechnical Testing Journal, ASTM 10(1), 31–37 (1987)

    Article  Google Scholar 

  • Schmertmann, J.H.: The Mechanical Aging of Soils, 25th Terzaghi Lecture, ASCE (1989)

    Google Scholar 

  • Schnaid, F., Houlsby, G.T.: An Assessment of Chamber Size Effects in the Calibration of In Situ Tests in Sand. Geotechnique 41(3), 437–445 (1991)

    Article  Google Scholar 

  • Schofield, A.N.: Cambridge Geotechnical Centrifuge Operations, 20th Rankine Lecture. Geotechnique 30(3), 227–268 (1980)

    Article  Google Scholar 

  • Skempton, A.W.: Standard Penetration Test Procedures and the Effects in Sand of Overburn Pressure, Relative Density, Particle Size, Aging, Over consolidation, Geotechnique, No. 3 (1986)

    Google Scholar 

  • Trautmann, C.H., Kulhawy, F.H., O’Rourke, T.D.: Sand Density Measurements for Laboratory Studies. Geotechnical Testing Journal 8(4), 159–165 (1985)

    Article  Google Scholar 

  • Veismanis, A.: Laboratory Investigations of Electrical Friction Cone Penetrometers in Sand. In: Proc. European Symposium on Penetration Testing, Stockholm, vol. 2, pp. 407–420 (1974)

    Google Scholar 

  • Wong, D.O.: Design and Analysis of an Apparatus to Simulate Density Stresses in Deep Deposits of Granular Soils, Ph.D. Thesis, University of Houston (1985)

    Google Scholar 

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Iskander, M. (2010). Experimental Facilities to Study the Behavior of Piles. In: Behavior of Pipe Piles in Sand. Springer Series in Geomechanics and Geoengineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-13108-0_4

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  • DOI: https://doi.org/10.1007/978-3-642-13108-0_4

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-13107-3

  • Online ISBN: 978-3-642-13108-0

  • eBook Packages: EngineeringEngineering (R0)

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