References
- ABAQUS (2010). Theoretical user's manual (ver. 6-10). Dassault Systemes Simulia Corp.
- Boulon, M. and Foray, P. (1986). "Physical and numerical simulation of lateral shaft friction along offshore piles in sand." Proceedings of 3rd Conference on Numerical Methods in Offshore Piling, Nantes, pp.127-147.
- Cho, C. W., Kim, H. M., and Kim, W. K. (2004). "Bearing Capacity Evaluation of the Drilled Shaft Using Small Scale Model Test." Journal of Korean Geotechnical Society(KGS), Vol.20, No.5, pp.117-126.
- Christoulas, S. and Frank, R. (1991) "Deformation parameters for pile settlement." Proceedings of the International Conference on Soil Mechanics and Foundation Engineering.Deformation of Soils and Displacements of Structures X ECSMFE, Florence, Italy, Vol.1, pp.373-376.
- Foray, P., Balachowsky, L., and Rault, G. (1998). "Scale effects in shaft friction due to the localization of deformations." Proceedings of Centrifuge 98, Tokyo, pp.211-216.
- Korean Geotechnical Society(KGS) (2009). Design Standard for Structure Foundation. Goomibook
- Lee, S. (2004). Behavior of a single micropile in sand under cyclic axial loads. Ph.D. Thesis, University of Illinois at Urbana-Champaign, Urbana, IL.
- Lehane, B. M., Gaudin, C., and Schneider, J. A. (2005). "Scale effects on tension capacity for rough piles buried in dense sand." Geotechnique, Vol.55, No.10, pp.709-719. https://doi.org/10.1680/geot.2005.55.10.709
- Ling, H. I. and Liu, H. (2003). "Pressure-level dependency and densification behavior of sand through generalized plasticitymodel." Journal of Engineering Mechanics, Vol.129, No.8, pp.851-860. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:8(851)
- Nova, R. and Wood, D. M. (1979). "A constitutive model for sand in triaxial compression." International Journal for Numerical and Analytical Methods in Geomechanics, Vol.3, pp.225-278.
- O'Neill, M. W. and Reese, L. C. (1999). Drilled Shaft: Construction Procedures and Design Methods. Publication No. FHWAIF-99-025, U.S. Department of Transportation, Federal Highway Administration, Washington, DC.
- Pastor, M., Zienkiewicz, O. C., and Leung, K. H. (1985). "Simple model for transient soil loading in earthquake analysis: II. Nonassociative models for sands." International Journal for Numerical and Analytical Methods in Geomechanics, Vol.9, pp.477-498. https://doi.org/10.1002/nag.1610090506
- Pastor, M., Zienkiewicz, O. C., and Chan A. H. C. (1990). "Generalized plasticity and the modelling of soil behavior." International Journal for Numerical and Analytical Methods in Geomechanics, Vol.14, pp.151-190. https://doi.org/10.1002/nag.1610140302
- Potts, D. M. and Martins, J. P. (1982). "The shaft resistance of axially loaded piles in clay." Geotechnique, Vol.32, No.4, pp.369-386. https://doi.org/10.1680/geot.1982.32.4.369
- Reese, L. C. and O'Neill, M. W. (1988). Drilled Shafts: Construction Procedures and Design Methods. Publication No. FHWAHI-88-042, U.S. Department of Transportation, Federal Highway Administration, Washington, DC.
- Sagon, M. and Chun, B. S. (2005). "Study on the Side Resistance and Size Effect of Rock Socketed Drilled Shafts." Proceedings of Korea Society of Civil Engineers (KSCE) Conference 2005, KSCE, pp.3976-3979.
- Sagon, M., and Paik, K. H. (2004). "Side Resistance of Rock Socketed Drilled Shafts in Consideration of the Shaft Size Effects." Journal of Korean Geotechnical Society(KGS), Vol.20, No.9, pp.115-123.
- Sidarta D. E. (2000). Neural network-based constitutive modeling of granular material. Ph.D. Thesis, University of Illinois at Urbana-Champaign, Urbana, IL.
- Stewart, J. P. and Kulhawy, F. H. (1981). "Experimental investigation of the uplift capacity of drilled shaft foundations in cohesionless soil." Contract Report B-49(6), Niagara Mohawk Power Corporation, Syracuse, NY; also, Geotechnical Engineering Report 81-2, Cornell University.
- Turner, J. P. and Kulhawy, F. H. (1994). "Physical modeling of drilled shaft side resistance in sand." Geotechnical Testing Journal, Vol.17, No.3, pp.282-290. https://doi.org/10.1520/GTJ10103J
- Zienkiewicz, O. C., Leung, K. H., and Pastor, M. (1985). "Simple model for transient soil loading in earthquake analysis: I. Basic model and its application." International Journal for Numerical and Analytical Methods in Geomechanics, Vol.9, pp.453-476. https://doi.org/10.1002/nag.1610090505
Cited by
- 토질특성에 따른 현장타설말뚝 지지력 산정 경험식의 적용성 vol.18, pp.4, 2019, https://doi.org/10.12814/jkgss.2019.18.4.167