Rocscience Inc.'s Rocscience Seminar- Beyond Factor of Safety: Anisotropy in Jointed Rock Masses and Probabilistic Approaches in Slope Stability Assessment begins on Jan 19th 2021
Rocscience Inc.'s Rocscience Seminar- Beyond Factor of Safety: Anisotropy in Jointed Rock Masses and Probabilistic Approaches in Slope Stability Assessment begins on Jan 19th 2021
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.
International Conference on Soil Mechanics and Geotechnical Engineering - 13th International Conference on Soil Mechanics and Foundation Engineering (New Delhi)
International Conference on Soil Mechanics and Geotechnical Engineering - 16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
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