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Fellenius B.H (1990), Guidelines for the Interpretation and Analysis of the Static Loading Test, Deep Foundations Institute, pp.4-7
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Holloway, M., Clough, G.W., and Vesic, A.S. (1978), 'A rational procedure for evaluating the behavior of impact-driven piles', ASTM Symposium on Behavior of Deep Foundations, ed. R. Lundgren, Special Technical Publication STP 670, pp.335-357
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박영호, 정경자, 김성환(2000), '일체식 교량에 사용된 H 말뚝의 축방향 지지거동', 대한토목학회논문집, 제20권 제3호, pp.281-290
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Fellenius B.H. (2002a), 'Determining the resistance distribution in piles, Part 1: Notes on shift of no-load reading and residual load', Geotechnical news magazine, Vol.20, No.2, pp.35-38
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Fellenius B.H. (2006), Basics of foundation engineering, Electronic Edition, pp.8-25-8-32
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7 |
ASTM D 1143-81 (1981), 'Standard test method for piles under static axial compressive load', American Society for Testing and Materials
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최용규, 정성기, 권오균(1998), '개단 강과말뚝의 하중전이실험에 관한 연구', 대한토목학회논문집, 제18권, 제3호, pp.241-250
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Briaud, J.L. and Tucker, L.T. (1984), 'Piles in sand: a method including residual stresses', Journal of Geotechnical Engineering, Vol.110, No.11, pp.1666-1680
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10 |
Fellenius B.H. (2002b), 'Determining the resistance distribution in piles, Part 2: Method for determining the residual load', Geotechnical news magazine, Vol.20, No.3, pp.25-29
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