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Publications on F. Yu

Field Tests on Instrumented H-Piles Driven into Dense Sandy Deposits
F. Yu
Book Title / Journal: The Electronic Journal of Geotechnical Engineering
Year: 2009 , Volume: 14
Foundation Design / Construction
Keywords: Capacity ; sandy soils ; Piles
  • Description
    • Field tests on instrumented piles are critical to the development and improvement of design methods for pile foundations. This paper presents results of full-scale loading tests on two steel H-piles driven into dense sandy deposits. The test piles, with the embedded length of 39.6 m and 55.4 m, respectively, have a design capacity of 3540 kN. Both piles were heavily instrumented, driven into very stiff strata and loaded to failure. The load transfer and settlement characteristics of the piles are examined for various loading levels. The magnitude and distribution of the shaft friction of the piles are analyzed using the principles of soil mechanics.
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End-bearing capacity and tip settlement of piles in sandy soils
J. Yang ; L.G. Tham ; P.K.K. Lee ; F. Yu
16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
Year: 2005
Settlements ; Pile Foundations
PDF
RANDOM FIELD MODELLING FOR THE EFFECT OF CROSS-CORRELATION
Y.F. Yu ; G. Mostyn
International Conference on Soil Mechanics and Geotechnical Engineering - 13th International Conference on Soil Mechanics and Foundation Engineering (New Delhi)
Numerical & Constitutive Modeling
PDF
End-bearing capacity and tip settlement of piles in sandy soils
J. Yang ; L.G. Tham ; P.K.K. Lee ; F. Yu
International Conference on Soil Mechanics and Geotechnical Engineering - 16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
Pile Foundations ; Settlements
PDF