참고문헌
- Bica, A.V.D., Prezzi, M., Seo, H., Salgado, R. and Kim, D. (2013), "Instrumentation and axial load testing of displacement piles", Proceedings of the ICE - Geotech. Eng., 167(3), 238-252. DOI: dx.doi.org/10.1680/geng.12.00080.
- Booch, G., Rumbaugh, J. and Jacobson, I. (2001), The Unified Modeling Language User Guide, (2nd Ed.), Addison-Wesley Professional, Boston, MA, USA.
- Chen, P.P. (1976), "The entity-relationship model: Toward a unified view of data", ACM Transactions on Database Systems (TODS) - Special Issue: The International Conference on Very Large Data Bases, Framingham, MA, USA, September, pp. 9-36.
- Chen, Y.J. and Chu, T.H. (2012), "Evaluation of uplift interpretation criteria for drilled shafts in gravelly soils", Can. Geotech. J., 49(1), 70-77. https://doi.org/10.1139/t11-080
- Chen, Y.J. and Fang, Y.C. (2009), "Critical evaluation of compression interpretation criteria for drilled shafts", J. Geotech. Geoenviron. Eng., 135(8), 1056-1069. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000027
- Chen, Y.J., Chang, H.W. and Kulhawy, F.H. (2008), "Evaluation of uplift interpretation criteria for drilled shaft capacity", J. Geotech. Geoenviron. Eng., 134(10), 1459-1468. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:10(1459)
- Chen, Y.J., Fang, Y.C. and Chu, T.H. (2009), "Evaluation of compression tip capacity for drilled shafts", Contemporary Topics in Deep Foundations - International Foundation Congress and Equipment Expo 2009, Orlando, FL, USA, March, pp. 63-70.
- Chen, Y.J., Lin, S.S., Chang, H.W. and Marcos, M.C. (2011), "Evaluation of side resistance capacity for drilled shafts", J. Marine Sci. Tech., 19(2), 210-221.
- Chen, Y.J., Wu, H.W., Marcos, M.C. and Lin, S.S. (2013), "Improvement of tip analysis model for drilled shafts in cohesionless soils", Geomech. Eng., Int. J., 5(5), 447-462. https://doi.org/10.12989/gae.2013.5.5.447
- Chin, F.K. (1970), "Estimation of the ultimate load of piles not carried to failure", Proceedings of the 2nd Southeast Asian Conference on Soil Engineering, Singapore, June, pp. 81-90.
- Davisson, M.T. (1972), "High capacity piles", Proceedings: Lecture Series on Innovations in Foundation Construction, ASCE, Chicago, IL, USA, March.
- DeBeer, E.E. (1970), "Experimental determination of the shape factors of sand", Geotechnique, 20(4), 387-411. https://doi.org/10.1680/geot.1970.20.4.387
- Eeckhaut, M. and Hervas, J. (2012), "State of the art of national landslide databases in Europe and their potential for assessing landslide susceptibility, hazard and risk", Geomorphology, 139-140(15), 545-558. https://doi.org/10.1016/j.geomorph.2011.12.006
- Fuller, F.M. and Hoy, H.E. (1970), "Pile load tests including quick load test method, conventional methods, and interpretations", Highway Research Record 333, Highway Research Board, Washington, pp. 74-86.
- Hirany, A. and Kulhawy, F.H. (2002), "On the interpretation of drilled foundation load test results", Deep Foundations 2002: An International Perspective on Theory, Design, Construction, and Performance, Orlando, FL, USA, February, pp. 1018-1028.
- Hyslop, E., McMillan, A., Cameron, D., Leslie, A. and Lott, G. (2010), "Building stone databases in the UK: A practical resource for conservation", Eng. Geol., 115(3-4), 143-148. https://doi.org/10.1016/j.enggeo.2009.05.008
- Lan, S.Y. (2004), "Database of axial pile load tests", Master Thesis, Department of Civil Engineering, National Taiwan University, Taipei, Taiwan.
- Lin, S.S., Marcos, M.C., Chang, H.W. and Chen, Y.J. (2012), "Design and implementation of a drilled shaft load test database", Comput. Geotech., 41, 106-113. https://doi.org/10.1016/j.compgeo.2011.12.001
- Long, J.H. and Shimel, S. (1989), "Drilled shafts - A database approach", Proceedings of the Foundation Engineering: Current Principles and Practices, Evanston, IL, USA, June, pp. 1091-1108.
- Marcos, M.C., Lin, S.S., Liao, M.R., Huang, J.K. and Chen, Y.J. (2012), "Development of a database for pile load test", GeoCongress 2012: State of the Art and Practices in Geotechnical Engineering, Oakland, CA, USA, March, pp. 295-304.
- Marcos, M.C., Chen, Y.J. and Kulhawy, F.H. (2013), "Evaluation of compression load test interpretation criteria for driven precast concrete capacity", KSCE J. Civil Eng., 17(5), 1008-1022. https://doi.org/10.1007/s12205-013-0262-8
- O'Rourke, T.D. and Kulhawy, F.H. (1985), "Observations on load tests on drilled shafts", Proceedings of the Drilled Piers and Caissons II, Denver, CO, USA, May, pp. 113-128.
- Stern, L.L., Bose, S.K. and King, R.D. (1976), "Uplift capacity of poured-in-place cylindrical caissons", Paper A 76 053-9, IEEE PES Winter Meeting, New York, NY, USA, 9 p.
- Terzaghi, K. and Peck, R.B. (1967), Soil Mechanics in Engineering Practice, (2nd Ed.), John Wiley & Sons, New York, NY, USA.
- Van der Veen, C. (1953), "The bearing capacity of a pile", Proceedings of the 3rd International Conference on Soil Mechanics and Foundation Enginering, Zurich, Switzerland, August, pp. 85-90.
- Wysockey, M.H. and Long, J.H. (1994), "Utility of drilled shaft load test results", Proceedings of International Conference on Design and Construction of Deep Foundations, U.S. Federal Highway Administration, Orlando, FL, USA, December.
- Zhang, L.M. and Wang, H. (2009), "Field study of construction effects in jacked and driven steel H-piles", Geotechnique, 59(1), 63-69. https://doi.org/10.1680/geot.2008.T.029
피인용 문헌
- Characterization and uncertainty of uplift load-displacement behaviour of belled piers vol.11, pp.2, 2016, https://doi.org/10.12989/gae.2016.11.2.211
- Characterisation of geotechnical model uncertainty vol.13, pp.2, 2014, https://doi.org/10.1080/17499518.2019.1585545
- Statistical Analyses of Model Factors in Reliability-Based Limit-State Design of Drilled Shafts under Axial Loading vol.145, pp.9, 2019, https://doi.org/10.1061/(asce)gt.1943-5606.0002087
- The story of statistics in geotechnical engineering vol.14, pp.1, 2014, https://doi.org/10.1080/17499518.2019.1700423
- Evaluation of side resistance for drilled shafts in rock sections vol.21, pp.6, 2014, https://doi.org/10.12989/gae.2020.21.6.503