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.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
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)
Anderson, D.G., Stokoe, K.H.: Shear Modulus a Time Dependent Soil Property. Dynamic Geotechnical Testing, ASTM, 66–90 (1978)
Blake, A.: Practical Stress Analysis in Engineering Design, 2nd edn. Marcel Dekker, Inc., NY (1990)
Cole, C.T., Sundman, J.: UNIX in Real Time, What it Takes to Make the Grade, UNIX Review (1985)
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)
Fouse, J.L.: Group Behavior of Axially-Loaded Piles in Sand, Master Thesis, The University of Texas at Austin (1984)
Mesri, G., Feng, T.W., Benak, J.M.: Post Densification Penetration Resistance of Clean Sands. Journal of Geotechnical Engineering, ASCE (1990)
O’Neill, M.: Houston’s Calibration Chamber, Case Histories. In: Proc. 1st Int. Symposium on Calibration Chamber Testing, Potsdam, NY, pp. 13–39 (1991)
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)
Parkin, A.K.: The Calibration of Cone Penetrometers. In: deRuiter, J. (ed.) Proc. Penetration Testing 1988, Balkema, Rotterdam, vol. 1, pp. 221–243 (1988)
Rad, N.S., Tumay, M.T.: Factors Affecting Sand Specimen Preparation by Raining. Geotechnical Testing Journal, ASTM 10(1), 31–37 (1987)
Schmertmann, J.H.: The Mechanical Aging of Soils, 25th Terzaghi Lecture, ASCE (1989)
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)
Schofield, A.N.: Cambridge Geotechnical Centrifuge Operations, 20th Rankine Lecture. Geotechnique 30(3), 227–268 (1980)
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)
Trautmann, C.H., Kulhawy, F.H., O’Rourke, T.D.: Sand Density Measurements for Laboratory Studies. Geotechnical Testing Journal 8(4), 159–165 (1985)
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)
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)
Rights and permissions
Copyright information
© 2010 Springer-Verlag Berlin Heidelberg
About this chapter
Cite this chapter
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
Download citation
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)