Analysis of Negative Skin-Friction on Single Piles by One-Dimensional Consolidation Model Test

Author:

Kim Hyeong-Joo,Mission Jose LeoORCID,Park Tae-Woong,Dinoy Peter Rey

Funder

National Research Foundation of Korea

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference48 articles.

1. Yuan H, Zhao P, Wang Y, Zhou H, Luo Y, Guo P (2016) Mechanism of deformation compatibility and pile foundation optimum for long-span tower foundation in flood-plain deposit zone. Int J Civ Eng 15(6):887–894. https://doi.org/10.1007/s40999-016-0066-6

2. Tomlinson MJ (1957) The adhesion of piles driven in clay. In: Proceedings of the 4th Intern. Conf. Soil Mech., London, pp. 66–71

3. Burland JB (1973) Shaft friction of piles in clay—a simple fundamental approach. Ground Eng 6(3):30–42

4. Vijayvergiya VN, Focht JA Jr. (1972) A new way to predict capacity of piles in clay. Offshore Technology Conference Paper 1718, Fourth Offshore Technology Conference, Houston

5. Lee CJ, Bolton MD, Al-Tabbaa A (2002) Numerical modelling of group effects on the distribution of dragloads in pile foundations. Geotechnique 15(5):325–335. https://doi.org/10.1680/geot.2002.52.5.325

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