Closure to “Shaft Resistance and Setup Factors for Piles Jacked in Clay” by Prasenjit Basu, Monica Prezzi, Rodrigo Salgado, and Tanusree Chakraborty
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 6
GT.1943-5606.0001273/asset/ef585f71-bb0f-489a-beec-a216c4072862/assets/(asce)gt.1943-5606.0001273.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
Alawneh, A. S., and Malkawi, A. I. H. (2000). “Estimation of postdriving residual stresses along driven piles in sand.” Geotech. Test. J., 23(3), 313–326.
Alawneh, A. S., Nusier, O., Malkawi, A. I. H., and Al-Kateeb, M. (2001). “Axial compressive capacity of driven piles in sand: A method including post-driving residual stresses.” Can. Geotech. J., 38(2), 364–377.
Alonso, E. E., Josa, A., and Ledesma, A. (1984). “Negative skin friction on piles: A simplified analysis and prediction procedure.” Geotechnique, 34(3), 341–357.
Alshibli, K. A., and Akbas, I. S. (2007). “Strain localization in clay: Plane strain versus triaxial loading conditions.” Geotech. Geol. Eng., 25(1), 45–55.
Azzouz, A. S., Baligh, M. M., and Whittle, A. J. (1990). “Shaft resistance of piles in clay.” J. Geotech. Geoenviron. Eng., 205–221.
Briaud, J. L., and Tucker, L. (1984). “Piles in sand: A method including residual stresses.” J. Geotech. Eng., 1666–1680.
Chakraborty, T., Salgado, R., Basu, P., and Prezzi, M. (2013a). “Shaft resistance of drilled shafts in clay.” J. Geotech. Geoenviron. Eng., 548–563.
Chakraborty, T., Salgado, R., and Loukidis, D. (2013b). “A two-surface plasticity model for clay.” Comput. Geotech., 49, 170–190.
Chen, R. P., Zhou, R. P., and Chen, Y. M. (2009). “Influences of soil consolidation and pile load on the development of negative skin friction of a pile.” Comput. Geotech., 36(8), 1265–1271.
Cooke, R. W. (1979). “Influence of residual installation forces on the stress transfer and settlement under working loads of jacked and bored piles in cohesive soils.” Behavior of deep foundations, R. Lundgren, ed., ASTM STP 670, ASTM, West Conshohocken, PA, 231–249.
Cooke, R. W., and Price, G. (1973). “Strains and displacements around friction piles.”, Building Research Establishment, Great Britain.
Cooke, R. W., Price, G., and Tarr, K. (1979). “Jacked piles in London clay: A study of load transfer and settlement under working conditions.” Géotechnique, 29(2), 113–147.
Costa, L. M., Danziger, B. R., and Lopes, F. R. (2001). “Prediction of residual driving stresses in piles.” Can. Geotech. J., 38(2), 410–421.
Darrag, A. A., and Lovell, C. W. (1989). “A simplified procedure for predicting residual stresses for piles.” Proc., Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 2, Taylor & Francis, 1127–1130.
Fellenius, B. H. (1984). “Negative skin friction and settlement of piles.” Proc., 2nd Int. Seminar, Pile Foundations, Nanyang Technological Institute, Singapore.
Fellenius, B. H. (1989). “Unified design of piles and pile groups.”, Transportation Research Board, Washington, DC, 75–82.
Fellenius, B. H. (2002). “Determining the resistance distribution in piles. Part 2: Method for determining the residual load.” Geotech. News Mag., 20(3), 25–29.
Gregersen, O. S., Aas, G., and DiBiagio, E. (1973). “Load tests on friction piles in loose sand.” Proc., Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 2.1, 109–117.
Holloway, D. M., Clough, G. W., and Vesic, A. S. (1978). “The effects of residual driving stress on piles performance under axial loads.” Proc., Offshore Technology Conf., 2225–2236.
Hunter, A. H., and Davisson, M. T. (1969). “Measurement of pile load transfer.” Performance of deep foundation, ASTM STP 444, ASTM, West Conshohocken, PA, 106–117.
Konrad, J. M., and Roy, M. (1987). “Bearing capacity of friction piles in marine clay.” Géotechnique, 37(2), 163–175.
Leonards, G., and Darrag, A. (1989). “Discussion of “analysis of residual stress effects in piles” by H. G. Poulos (March, 1987, Vol. 113, No. 3).” J. Geotech. Eng., 115(4), 589–593.
Lin, H., and Penumadu, D. (2006). “Strain localization in combined axial-torsional testing on Kaolin clay.” J. Eng. Mech., 555–564.
Morgenstern, N. R., and Tschalenko, J. S. (1967). “Microscopic structures in kaolin subjected to direct shear.” Géotechnique, 17(4), 309–328.
Oka, F., Kodaka, T., Kimoto, S., Ichinose, T., and Higo, Y. (2005). “Strain localization of rectangular clay specimen under undrained triaxial compression conditions.” Proc., 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering, IOS Press, Amsterdam, Netherlands, 841–844.
Paik, K., and Salgado, R. (2003). “Determination of bearing capacity of open-ended piles in sand.” J. Geotech. Geoenviron. Eng., 46–57.
Peric, D., and Hwang, C. (2002). “Experimental investigation of plane strain behavior of Georgia kaolin.” Numerical models in geomechanics NUMOG VIII Proc., Numerical Models in Geomechanics, G. N. Pande and S. Pietruszczak, eds., Swets & Zeitlinger, Lisse, Netherlands, 93–99.
Potts, D. M., and Martins, J. P. (1982). “The shaft resistance of axially loaded piles in clay.” Géotechnique, 32(4), 369–386.
Poulos, H. G. (1987). “Analysis of residual stress effects in piles.” J. Geotech. Eng., 216–229.
Randolph, M. F., and Wroth, C. P. (1981). “Application of the failure state in undrained simple shear to the shaft capacity of driven piles.” Géotechnique, 31(1), 143–157.
Rieke, R. D., and Crowser, J. C. (1987). “Interpretation of pile load test considering residual stresses.” J. Geotech. Eng., 320–334.
Saada, A. S., Bianchini, G. F., and Liang, L. (1994). “Cracks, bifurcation and shear bands propagation in saturated clays.” Géotechnique, 44(1), 35–64.
Salgado, R. (2006). “The role of analysis in non-displacement pile design.” Modern trends in geomechanics, W. Wu and H.-S. Yu, eds., Springer, New York, 521–540.
Salgado, R. (2008). The engineering of foundations, McGraw-Hill, New York.
Thakur, V. (2007). Strain localization in sensitive soft clays, Norwegian Univ. of Science and Technology, Trondheim, Norway.
Thakur, V. (2011). “Numerically observed shear bands in soft sensitive clays.” Geomech. Geoeng. Int. J., 6(2), 131–146.
Thakur, V., Grimstad, G., and Nordal, S. (2006). “Instability in soft sensitive clays.” Geohazards, Engineering Conf. Int. (ECI) Symposium Series, Vol. P07, F. Nadim, R. Pãttler, H. Einstein, H. Klapperich, and S. Kramer, eds., ECI, New York.
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 141 • Issue 6 • June 2015
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Nov 3, 2014
Accepted: Nov 25, 2014
Published online: Jan 8, 2015
Published in print: Jun 1, 2015
Discussion open until: Jun 8, 2015
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.