DISCUSSIONS AND CLOSURES
Jan 1, 2001

Approximate Displacement Influence Factors for Elastic Shallow Foundations

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 127, Issue 1
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References

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Briaud, J.-L., and Gibbens, R. M. ( 1994). Predicted and measured behavior of five spread footings on sand, ASCE, New York.
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Mayne, P. W., and Poulos, H. G. (1999). “Approximate displacement influence factors for elastic shallow foundations.”J. Geotech. and Geoenvir. Engrg., ASCE, 125(6), 453–460.
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Berardi, R., and Lancellotta, R. ( 1991). “Stiffness of granular soils from field performance.” Géotechnique, London, 41(1), 149–157.
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Briaud, J.-L. ( 1995). “Pressuremeter method for spread footings on sand.” The pressuremeter and its new avenues, Balkema, Rotterdam, The Netherlands, 49–56.
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Decourt, L. ( 1999). “Shallow and deep foundations under working load conditions.” Proc., 11th PanAm. Conf. on Soil Mech. and Geotech. Engrg., Foz do Iguassu, Brazil, 4.
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Fahey, M. ( 1998). “Deformation and in-situ stress measurement.” Geotechnical site characterization, Vol. 1, Balkema, Rotterdam, The Netherlands, 49–68.
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Fahey, M., and Carter, J. P. ( 1993). “A finite-element study of the pressuremeter test in sand using a nonlinear elastic plastic model.” Can. Geotech. J., Ottawa, 30(2), 348–362.
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Jamiolkowski, M., Lancellotta, R., and LoPresti, D. C. F., eds. ( 1999). Pre-failure deformation characteristics of geomaterials, Vols. 1–2, Balkema, Rotterdam, The Netherlands.
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Jardine, R. J., Davies, M. C. R., Hight, D. W., Smith, A. K. C., and Stallebrass, S. E., eds. ( 1997). Pre-failure deformation behavior of geomaterials, Thomas Telford, London.
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Mayne, P. W. ( 1994). “CPT-based prediction of footing response.” Predicted and measured behavior of five spread footings on sand, ASCE, New York, 214–218.
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Mayne, P. W. ( 1997). “Site characterization aspects of Piedmont residual soils in eastern U.S.” Proc., 14th Int. Conf. on Soil Mech. and Found. Engrg., Hamburg, 4, 2191–2195.
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Poulos, H. G. ( 1989). “Pile behavior—theory and application.” Géotechnique, London, 39(3), 363–416.
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Poulos, H. G. ( 1994). “Class A prediction of shallow footing settlement.” Predicted and measured behavior of five spread footings on sand, ASCE, New York, 133–136.
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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 127Issue 1January 2001
Pages: 99 - 102

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Published online: Jan 1, 2001
Published in print: Jan 2001

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Student Member, ASCE
Member, ASCE
Fellow, ASCE
Member, ASCE
Fellow, ASCE
Grad. Student, School of Civ. and Envir. Engrg., Univ. of Washington, Seattle, WA 98195. E-mail: [email protected]
Asst. Prof., School of Civ. and Envir. Engrg., Univ. of Washington, Seattle, WA. E-mail: [email protected]
Assoc. Prof., School of Civ. and Envir. Engrg., Univ. of Washington, Seattle, WA. E-mail: [email protected]
Prof., School of Civ. and Envir. Engrg., Georgia Inst. of Technol., Atlanta, GA 30332-0355. E-mail: [email protected]
Sr. Prin., Coffey Partners Int. Pty. Ltd., 12 Waterloo Rd., North Ryde NSW, Australia 2113. E-mail: harry [email protected]

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