References
-
고준영, 김영호, 최용규, 정상섬(2010) 현장 계측 사례를 통한 단독 말뚝의 주면마찰력계수(
$\alpha$ ,$\beta$ 계수) 역산정, 한국지반공학회 논문집, 한국지반공학회, 제26권, 제11호, pp. 99-110. - 부산광역시청 건설본부(2004) 배수펌프장 건설공사 대안설계 보고서, 부산광역시청.
- 설훈일, 정상섬(2007) 현장 말뚝재하시험을 통한 암반에 근입된 현장타설말뚝의 주면마찰력 결정, 한국지반공학회 논문집, 한국지반공학회, 제23권, 제9호, pp. 51-63.
- 이수형, 최영석, 정충기, 김명모(2001) 모형 실험을 통한 이층지반에 설치된 연직하중을 받는 무리말뚝의 거동 연구, 대한토목학회 논문집, 대한토목학회, 제21권 제5C호. pp. 91-98.
- 이진형, 정상섬(2007) 연약지반에 시공된 Piled Raft 기초의 3차원 거동 분석, 한국지반공학회 논문집, 한국지반공학회, Vol. 23, No. 5, pp. 63-75.
- 조재연, 정상섬, 이성준(2010) 말뚝두부조건을 고려한 말뚝지지 전면기초의 최적단면 설계, 한국지반공학회 논문집, 한국지반공학회, Vol. 26, No. 12, pp. 31-40.
- 파일테스트(2010) 광양 LNG 지반조사 보고서, 포스코.
- Akinsumuru, J. O. (1980) Interaction of piles and cap in piled footing, Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 106, No. GT 11, pp. 1263-1268.
- Alawneh, A. S. (2005) Modelling load displacement response of driven piles in cohesionless soils under tensile loading, Computers and Geotechnics, Vol. 32, No. 7-8, pp. 578-586. https://doi.org/10.1016/j.compgeo.2005.11.003
- American Petroleum Institute (1993) Recommended Practice of Planning, Designing, and Construction of Fixed Offshore Platforms, Rep. No. API-RF-2A, Dallas.
- Backyong Geotechnical & Construction Engineering (2006) Report of static pile load test, Posco-Samwhan Joint Venture
- Berezantsev, V. G., Khrisofpriv, V. S., and Colubkov, V. N. (1961) Load bearing capacity and deformation of piled foundations, 5th International Conference on Soil Mechanics, Vol. 2, pp. 11-15.
- Broms, K. F., Amesz, A.W., and Rinck, J. (1969) The Negative Skin Friction Along the Shaft of a Foundation Pile, Proc. Proceedings, 7th International Conference on Soil Mechanics And Foundation Engineering, Mexico City, Specialty Session 8.
- Briaud, J. L. (1997) Bitumen Selection for Reduction of Downdrag on Piles. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 123, No. 12, pp. 1127-1134. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:12(1127)
- Castelli, F., Maugeri, M., and Motta, E. (1992) Analysis Non Lineare del cedimento di un Palo Singolo, Rivista Italiana di Geotechnica, Vol. 26, No. 2, pp. 115-135.
- Combarieu, O. (1985) Frottement Negative sur les pieus, Rapport de recherche LPCN 136, Laboratoire Centrale des ponts Et Chaussees, 151.
- Fan, C. C. and Long, J. h. (2005) Assessment of Existing Methods for Predicting Soil Response of Laterally Loaded Piles in Sand, Computers and Geotechnics, Vol. 32, No. 4, pp. 274-289. https://doi.org/10.1016/j.compgeo.2005.02.004
- Hansbo, S. (1993) Interaction problems related to installation of pile groups, 1st International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles, pp. 59-66.
- Horikoshi, K. and Randolph, M. F. (1996) Centrifuge modeling of piled raft foundations on clay, Geotechnique, Vol. 46, No. 4, pp. 741-752. https://doi.org/10.1680/geot.1996.46.4.741
- Jeong, S. S. and Cho, J. Y. (2010) The settlement behavior of plied raft subjected to vertical load, International Journal of Geo-Engineering, Vol. 2, No. 3, pp. 5-10.
- Katzenbach, R., Arslan, U. and Moormann, C. (2000) Piled raft foundation projects in Genrmany. Design applications of raft foundation, pp. 323-391.
- Kim, Y.H. and Jeong, S.S. (2011) Analysis of soil resistance on laterally loaded piles based on 3D soil-pile interaction, Computers and Geothechnics, Vol. 38, No. 2, pp. 248-257. https://doi.org/10.1016/j.compgeo.2010.12.001
- Koizumi, Y. and Ito, K. (1967) Field tests with regard to pile driving and bearing capacity of piled foundations, Soils and Foundations, Vol. 7, No. 3.
- Liu, J. L., Huang, Q., Li, H., Li, X. and Hu, W. L. (1994) Experimental research on bearing behavior of pile groups in soft soil, 12th International Conference in Soil Mechanics and Foundation Engineering, Vol. 2, pp. 535-538.
- McVay, M. C., O'Brien, M., Townsend, F. C., Bloomquist, D. G., and Caliendo, J. A. (1989) Numerical analysis of vertically loaded pile groups. Proceedings of Foundation Engineering Congress, ASCE, Northwestern University, pp. 675-690.
- O'Neill, M. W. (1983) Group action in offshore piles, Geotechnical Practice in Offshore Engineering, pp. 25-64.
- Phung, D. L. (1993) Footing with settlement-reducing piles in noncohesive soil, Ph D Dissertation, Department of geotechnical engineering, Chalmers University of Technology.
- PLAXIS 3D Foundation (2008) PLAXIS 3D foundation user manual, Version 2.1, Brinkgreve, R. B. and Swolfs, W. M., PLAXIS Inc.
- Randolph, M. F. and Wroth, C. P. (1978) Analysis of deformation of vertically loaded piles, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 104, No. GT12, pp. 1465-1488.
- Sayed, S. M. and Bakeer, R. M. (1992) Efficiency formula for pile groups, Journal of the Geotechnical Engineering, Vol. 118, No. 2, pp. 278-299. https://doi.org/10.1061/(ASCE)0733-9410(1992)118:2(278)
- Seed, H. b. and Reese, L. C. (1957) The action of soft clay along friction piles. Transactions, ASCE, Vol. 122
- Seol, H. I., Jeong, S. S., and Cho, S. H. (2009) Analytical method for load-transfer characteristics of rock-socketed drilled shafts. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 135, No. 6, pp. 778-789. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:6(778)
- Terzaghi, K. and Peck, R. B. (1967) Settlement of Point Bearing Pile Foundation: Settlement of Floating Pile Foundation, Soil Mechanics in Engineering Practice, 2nd edition, John Wiley & Sons, New York.
- Vesic, A. S. (1969) Experiment with instrumented pile groups in sand, ASTM Special Technical Publication, No. 444, pp. 172- 222.
- Wallace, J. W., Fox, P. J., and Stewart, J. P. (2002) Cyclic Large Deflection Testing of Shaft Bridges Part II: Analytical Studies. Rep. No. 59A0183, California Dept. of Transportation. California.
- Zhang, Q. Q., Zhang, Z. M., and He, J. Y. (2010) A simplified approach for settlement analysis of single pile and pile groups considering interaction between identical piles in multilayered soils, Computers and Geotechnics, Vol. 37, No. 8, pp. 969-976. https://doi.org/10.1016/j.compgeo.2010.08.003