Determination of Pile Base Resistance in Sands

Author:

Lee J. H.,Salgado R.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference48 articles.

1. Albiero J. H. Sacilotto A. C. De Mantilla J. N. R. Teixeira C. Z. and Carvalho D. (1995). “Successive load tests on bored piles.” Proc. 10th Pan-Am. Conf. of Soil Mech. and Found. Engrg. Guadalajara Vol. 2 991–1002.

2. Bandini P. and Salgado R. (1998). “Methods of pile design based on CPT and SPT results.” Proc. 1st Int. Conf. on Site Characterization P. Robertson and P. Mayne eds. Balkema Rotterdam The Netherlands 967–976.

3. Bellotti R. Jamiolkowski M. Lo Presti D. C. F. and O'Neill D. A. (1996). “Anisotropy of small strain stiffness in Ticino sand.” Géotechnique London 46(1) 115–131.

4. Bolton M. D. (1986). “The strength and dilatancy of sands.” Géotechnique London 36(1) 65–78.

5. Borja R. I. Lee S. R. and Seed R. B. (1989). “Numerical simulation of excavation in elastoplastic soils.” Int. J. Numer. and Analytical Methods in Geomech. 13(3) 231–249.

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