참고문헌
- 권오균, 오세붕, 김진복 (2005), 무리말뚝의 하중분담률에 관한 실험적 연구, 한국지반공학회 논문집, 제 21권 5호, pp.51-58
- 김경남, 이수형, 정충기, 이해성 (1999), Piled Raft 기초의 부등 침하 최소화를 위한 최적말뚝배치, 대한토목학회 논문집, 제 111-4 권, pp.831-839
- 김홍택, 강인규, 박정주, 박순규 (2002), 사질토 지반에서 연직 하중을 받는 Piled raft 기초시스템의 하중분담특성에 관한 실내 모형실험 연구, 대한토목학회 논문집, 제 22권 2-c호, pp.143-150
- 대한토목학회 (2001), 도로교 설계기준 해설 (하부구조편), 건설 정보사
- 박현일(2008), 말뚝의 비선형거동이 고려된 전면지지 말뚝기초 해석기법의 개발, 한국지반공학회 논문집, 제 24권 10호, pp.17-24
- 이승현, 권오균, 오세붕, 김병일 (2003), 말뚝지지 기초판의 하중 분담, 대한토목학회 논문집, 제 23권 3c호, pp.143-150
- 이승훈, 박영호, 송명준 (2007), 말뚝지지 전면기초의 설계를 위한 실용적 해석방법에 관한 연구, 한국지반공학회 논문집, 제 23 권 12호, pp.83-94
- 이진형, 정상섬 (2007), 연약지반에 시공된 Piled Raft 기초의 3차원 거동 분석, 한국지반공학회 논문집, 제 23권 5호, pp.63-75
- 한국지반공학회 (2007), 기초의 재하시험 기준 및 해설, 구미서관
- Atkinson J.H., and Sallfors G. (1991), "Experimental determination of soil properties." In Proc. 10th ECSMFE, Florence, Vol.3, pp. 915-956
- Burland, J.B., Broms, B.B. and De Mello, V.F.B. (1977), "Behaviour of founadations and structures." Proc. 9th Int. Conf. Soil Mechanics and Foundation Engineering, Tokyo, Vol.2, pp.495-549
- Chin, F.K. (1970), "Estimation of the ultimate load of piles from tests not carried to failure." Proc. II SouthEast Asian Conf. Soil Eng., Singapore, p.81
- Brinch Hansen, J. (1961), "The ultimate resistance of rigid piles against transversal forces." Bulletin No.12, Danish Geotechnical Institute, Copenhagen, Denmark, pp.5-9
- Cooke, R.W. (1986), "Piled raft foundation on stiff clays : A contribution to design philosophy," Geotectonics, 36(2), pp.169-203 https://doi.org/10.1680/geot.1986.36.2.169
- Davies, M.C.R., and Parry, R.H.G. (1982), "Determining the shear strength of clay cakes in the centrifuge using a vane," Geotechnique, Vol.32, No.1, pp.59-62 https://doi.org/10.1680/geot.1982.32.1.59
- Sanctis, L.D., and Mandolini, A. (2006), "Bearing capacity of piled rafts on soft clay soils," Journal of Geotechnical and Geoenvironmental Engineering, Vol.132, No.12, pp.1600-1610 https://doi.org/10.1061/(ASCE)1090-0241(2006)132:12(1600)
- Horikoshi, K., and Randolph, M.F. (1996), "Centrifuge modelling of piled raft foundation on clay," Geotechnique, Vol.46, No.4, pp. 741-752 https://doi.org/10.1680/geot.1996.46.4.741
- Katzenbach, R., Schmitt, A., Turek, J. (2005), "Assessing settlement of high-rise structures by 3D simulations", Computer-aied civil infrastructure engineering, Vol.20, pp.221-229 https://doi.org/10.1111/j.1467-8667.2005.00389.x
- Mandolini, A. (2003), ""Design of piled raft foundations: Practice and development"", Proc. 4th Int. Geotechnical Seminar on Deep Foundation on Bored and Auger Piles, Ghent, Millpress, Rotterdam, pp.59-80
- Mandolini, A. (2003), ""Design of piled raft foundations: Practice and development"", Proc. 4th Int. Geotechnical Seminar on Deep Foundation on Bored and Auger Piles, Ghent, Millpress, Rotterdam, pp.59-80
- Poulos, H.G. (2001), "Piled-raft foundation : Design and applications." Geotechnique, Vol.51, No.2, pp.95-113 https://doi.org/10.1680/geot.2001.51.2.95
- Randolph, M.F. (1994), "Design Methods for pile groups and piled rafts", Proc. 13th Int. Conf. on Soil Mechanics and Foundation Engineering, New Delhi, India, Vol.5, pp.61-82
- Reul, O., and Randolph, M.F. (2003), "Piled rafts in overconsolidated clay - Comparison of in-situ measurement and numerical analyses," Geotechnique, Vol.53, No.3, pp.301-315 https://doi.org/10.1680/geot.2003.53.3.301
- Reul. O. (2004), "Numerical study of the bearing behavior of piled rafts." International Journal of Geomechanics, Vol.4, No.2, pp.59-68 https://doi.org/10.1061/(ASCE)1532-3641(2004)4:2(59)
- Stewart, D.P. (1992), "Lateral loading of piled bridge abutments due to embankment construction," PhD thesis, the University of Western Australia, Perth
- Terzaghi, K. (1943), Theoretical soil mechanics, Wiley, New York