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Holscher, P. (author), Van Tol, A.F. (author), Huy, N.Q. (author)Centrifiige experiments were carried out to gain insight into the factors that affect the mobilized resistance during rapid load testing on piles in sand. The influence of generated pore water pressure during rapid load tests is shidied, and its effect on the commonly used unloadmg point method to derive the staticpile capacity. This paper...conference paper 2012
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Huy, N.Q. (author)Pile testing, which plays an importance role in the field of deep foundation design, is performed by static and non-static methods to provide information about the following issues: (Poulos, 1998) - The ultimate capacity of a single pile. - The load-displacement behavior of a pile. - The performance of a pile during the test conditions. - The...report 2010
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- Huy, N.Q. (author) doctoral thesis 2008
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- Huy, N.T. (author), Gasparini, A. (author), Klaasse, J.C.P. (author), de Visser, A. (author), Sakarya, S. (author), van Dijk, N.H. (author) journal article 2007
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Huy, N.Q. (author), Van Tol, A.F. (author), Hölscher, P. (author)In order to improve the interpretation of the quasi-static (e.g. Statnamic) pile load tests, a research project has been started to investigate effects of the loading rate on the bearing capacity of a pile in sand. A series of laboratory tests has been carried out. The testing program consists of a series of triaxial tests for sand and a series...report 2006