Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
Journal of the Korean Society of Civil Engineers

Journal of the Korean Society of Civil Engineers

ISO Journal TitleKSCE J. Civ. Environ. Eng. Res.
  • Open Access, Bi-monthly

Journal Search

  1. Home
  2. All Issues
  3. 2013-09 (v.33 n.5)
  4. 10.12652/Ksce.2013.33.5.1935
XML PDF INFO REF
1 
AASHTO (2002). Standard specification for highway bridges, American Association of State Highway and Transportation Official.AASHTO (2002). Standard specification for highway bridges, American Association of State Highway and Transportation Official.Google Search
2 
Ahn, S. Y. (2010). Proposed new design method of the pile bent structure considering plastic hinge, Ph. D. Thesis, Yonsei University (in Korean).Ahn, S. Y. (2010). Proposed new design method of the pile bent structure considering plastic hinge, Ph. D. Thesis, Yonsei University (in Korean).Google Search
3 
Brinch Hansen, J. (1961). “The ultimate resistance of rigid piles against transversal forces.” Bulletin No. 12, Danish Geotechnical Institute, Copenhagen, Denmark, pp. 5-9.Brinch Hansen, J. (1961). “The ultimate resistance of rigid piles against transversal forces.” Bulletin No. 12, Danish Geotechnical Institute, Copenhagen, Denmark, pp. 5-9.Google Search
4 
Broms, B. (1964). “Lateral resistance of piles in cohesive soils.” Journal of Geotechnical and Geoenvironment Engineering, ASCE, Vol. 90, No. 4, pp. 27-63.Broms, B. (1964). “Lateral resistance of piles in cohesive soils.” Journal of Geotechnical and Geoenvironment Engineering, ASCE, Vol. 90, No. 4, pp. 27-63.Google Search
5 
Brown, D. A. and Shie, C. F. (1991). “Some numerical experiments with a three-dimensional finite element model of laterally loaded piles.” Computers and Geotechnics, Vol. 12, pp. 149-162.10.1016/0266-352X(91)90004-YBrown, D. A. and Shie, C. F. (1991). “Some numerical experiments with a three-dimensional finite element model of laterally loaded piles.” Computers and Geotechnics, Vol. 12, pp. 149-162.DOI
6 
California Department of Transportation Division of Engineering Services (2006). Caltrans seismic design criteria (Version 1.4).California Department of Transportation Division of Engineering Services (2006). Caltrans seismic design criteria (Version 1.4).Google Search
7 
Chai, Y. H. (2002). “Flexural strength and ductility of extended pile-shafts. I: Analytical Model.” Journal of Structural Engineering Vol. 128, No. 5, pp. 586-594.10.1061/(ASCE)0733-9445(2002)128:5(586)Chai, Y. H. (2002). “Flexural strength and ductility of extended pile-shafts. I: Analytical Model.” Journal of Structural Engineering Vol. 128, No. 5, pp. 586-594.DOI
8 
FB-MultiPier (2012). User's manual: Ver. 4, Ensoft Inc.FB-MultiPier (2012). User's manual: Ver. 4, Ensoft Inc.Google Search
9 
FHWA (1987). Drilled shaft, National Highway Institute.FHWA (1987). Drilled shaft, National Highway Institute.Google Search
10 
Jeong, S. S. and Seo, D. H. (2004). “Analysis of tieback walls using proposed p-y curves for coupled soil springs.” Computers and Geotechnics, Vol. 31, pp. 443-456.10.1016/j.compgeo.2004.05.003Jeong, S. S. and Seo, D. H. (2004). “Analysis of tieback walls using proposed p-y curves for coupled soil springs.” Computers and Geotechnics, Vol. 31, pp. 443-456.DOI
11 
Jeong, S. S., Ahn, S. Y., Kwak D. O. and Lee, J. K. (2006). “A study on the lateral behavior of pile-bent structures with P-Δ effect.” Journal of Korean Geotechnical Society, Korean Geotechnical Society, Vol. 22, No. 8, pp. 77-88 (in Korean).Jeong, S. S., Ahn, S. Y., Kwak D. O. and Lee, J. K. (2006). “A study on the lateral behavior of pile-bent structures with P-Δ effect.” Journal of Korean Geotechnical Society, Korean Geotechnical Society, Vol. 22, No. 8, pp. 77-88 (in Korean).Google Search
12 
Jeong, S. S., Kwak D. O. and Ahn, S. Y. (2005). “Analysis of Pile-Bent(CIDH Shaft/Column) structure subjected to lateral loading.” Korean Society of Civil Engineers conference, pp. 3968-3971 (in Korean).Jeong, S. S., Kwak D. O. and Ahn, S. Y. (2005). “Analysis of Pile-Bent(CIDH Shaft/Column) structure subjected to lateral loading.” Korean Society of Civil Engineers conference, pp. 3968-3971 (in Korean).Google Search
13 
Jeong, S. S., Seo, D. H. and Kim, Y. H. (2009). “Numerical analysis of passive pile groups in offshore soft deposits.” Computers and Geotechnics, Vol. 36, pp. 1164-1175.10.1016/j.compgeo.2009.05.003Jeong, S. S., Seo, D. H. and Kim, Y. H. (2009). “Numerical analysis of passive pile groups in offshore soft deposits.” Computers and Geotechnics, Vol. 36, pp. 1164-1175.DOI
14 
Jeong, S. S., Sung, C. G., Ko, J. Y. and Kim, S. I. (2009). “Analysis of laterally loaded pile-bent structure with varying cross-sectional area.” Journal of Korean Geotechnical Society, Korean Geotechnical Society, Vol. 25, No. 4, pp. 69-75 (in Korean).Jeong, S. S., Sung, C. G., Ko, J. Y. and Kim, S. I. (2009). “Analysis of laterally loaded pile-bent structure with varying cross-sectional area.” Journal of Korean Geotechnical Society, Korean Geotechnical Society, Vol. 25, No. 4, pp. 69-75 (in Korean).Google Search
15 
Jeremic, B. and Yang, Z. (2002). “Numerical analysis of pile behavior under lateral loads in layered elastic-plastic soils.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 26, pp. 1385-1406.10.1002/nag.250Jeremic, B. and Yang, Z. (2002). “Numerical analysis of pile behavior under lateral loads in layered elastic-plastic soils.” International Journal for Numerical and Analytical Methods in Geomechanics, Vol. 26, pp. 1385-1406.DOI
16 
John, W. (2001). Cyclic Large Deflection Testing of Shaft Bridges, Report No. 59A0183, University of California, Los Angeles.John, W. (2001). Cyclic Large Deflection Testing of Shaft Bridges, Report No. 59A0183, University of California, Los Angeles.Google Search
17 
Kerop, D. J. (2001). Interaction between soil and full scale drilled shaft under cyclic lateral load, Ph. D. Thesis, University of California, Los Angeles.Kerop, D. J. (2001). Interaction between soil and full scale drilled shaft under cyclic lateral load, Ph. D. Thesis, University of California, Los Angeles.Google Search
18 
Kim, J. Y., Hwang, T. J. and Jeong, S. S. (2011). “Simplified analysis of pile bent structures and minimum reinforcement ratio.” Journal of Korean Geotechnical Society, Korean Geotechnical Society, Vol. 27, No. 5, pp. 33-43 (in Korean).10.7843/kgs.2011.27.5.033Kim, J. Y., Hwang, T. J. and Jeong, S. S. (2011). “Simplified analysis of pile bent structures and minimum reinforcement ratio.” Journal of Korean Geotechnical Society, Korean Geotechnical Society, Vol. 27, No. 5, pp. 33-43 (in Korean).DOI
19 
Kim, S. K., Yea, G. G., Kim, G. S. and Choi, Y. K. (2008). “A case study on horizontal displacement characteristics for single drilled shaft foundation.” Korean Society of Civil Engineers conference, pp. 2017-2020 (in Korean).Kim, S. K., Yea, G. G., Kim, G. S. and Choi, Y. K. (2008). “A case study on horizontal displacement characteristics for single drilled shaft foundation.” Korean Society of Civil Engineers conference, pp. 2017-2020 (in Korean).Google Search
20 
Kim, Y. H. and Jeong, S. S. (2011). “Analysis of soil resistance on laterally loaded piles based on 3D soil-pile interaction.” Computers and Geotechnics, Vol. 38, No. 2, pp. 248-257.10.1016/j.compgeo.2010.12.001Kim, Y. H. and Jeong, S. S. (2011). “Analysis of soil resistance on laterally loaded piles based on 3D soil-pile interaction.” Computers and Geotechnics, Vol. 38, No. 2, pp. 248-257.DOI
21 
Kim, Y. H., Jeong, S. S. and Won, J. O. (2009). “Effect of lateral rigidity of offshore piles using proposed p-y curves in marine clay.” J. Marine Geosources and Geotechnology, Vol. 27, No. 1, pp. 53-77.10.1080/10641190802625551Kim, Y. H., Jeong, S. S. and Won, J. O. (2009). “Effect of lateral rigidity of offshore piles using proposed p-y curves in marine clay.” J. Marine Geosources and Geotechnology, Vol. 27, No. 1, pp. 53-77.DOI
22 
Korea Expressway Corporation (2004). Design criteria for pile bent structure, Vol. 68, pp. 14-27 (in Korean).Korea Expressway Corporation (2004). Design criteria for pile bent structure, Vol. 68, pp. 14-27 (in Korean).Google Search
23 
Matlock, H. (1970). “Correlation for design of laterally loaded piles in soft clay.” The second annual offshore technology conference, Houston, TX, pp. 577-607.10.4043/1204-MSMatlock, H. (1970). “Correlation for design of laterally loaded piles in soft clay.” The second annual offshore technology conference, Houston, TX, pp. 577-607.DOI
24 
O'Neill, M. W. and Gazioglu. S, M. (1984). “Evaluation of p-y relationships in cohesive soils.” Proceedings of a Analysis and Design of Pile Foundations, ASCE Geotechnical Engineering Division, 192-213.O'Neill, M. W. and Gazioglu. S, M. (1984). “Evaluation of p-y relationships in cohesive soils.” Proceedings of a Analysis and Design of Pile Foundations, ASCE Geotechnical Engineering Division, 192-213.Google Search
25 
PLAXIS 3D Foundation (2008). PLAXIS 3D foundation user manual: Version 2.2, Brinkgreve, R.B. and Swolfs, W. M., PLAXIS Inc.PLAXIS 3D Foundation (2008). PLAXIS 3D foundation user manual: Version 2.2, Brinkgreve, R.B. and Swolfs, W. M., PLAXIS Inc.Google Search
26 
Reese, L. C. and Wright, W. (1977). Drilled shaft manual, U. S. Department of Transportation.Reese, L. C. and Wright, W. (1977). Drilled shaft manual, U. S. Department of Transportation.Google Search
27 
Son, H. S., Choi, I. K., Kang, D. O. and Yang, J. H. (2005). “Design of single column drilled pier foundation in incheon bridge viaduct.” Korean Society of Civil Engineers Conference, pp. 959-962 (in Korean).Son, H. S., Choi, I. K., Kang, D. O. and Yang, J. H. (2005). “Design of single column drilled pier foundation in incheon bridge viaduct.” Korean Society of Civil Engineers Conference, pp. 959-962 (in Korean).Google Search
28 
Son, H. S., Choi, I. K., Lee, S. H. and Yang, J. H. (2006). “Seismic analysis and reinforcement details of integral pile shaft-column foundations.” Journal of Earthquake Engineering Society of Korea, pp. 300-307 (in Korean).Son, H. S., Choi, I. K., Lee, S. H. and Yang, J. H. (2006). “Seismic analysis and reinforcement details of integral pile shaft-column foundations.” Journal of Earthquake Engineering Society of Korea, pp. 300-307 (in Korean).Google Search
29 
Sung, C. G. (2008). Analysis of lateral behavior of pile-bent structure subjected to change of pier’s cross-sectional area, Master Thesis, Yonsei University (in Korean).Sung, C. G. (2008). Analysis of lateral behavior of pile-bent structure subjected to change of pier’s cross-sectional area, Master Thesis, Yonsei University (in Korean).Google Search
30 
Wallace, J. W., Fox, P. I. and Stewart, J. P. (2002). Cyclic large deflection testing of shaft bridges part II: Analytical Studies, Rep. No. 59A0183, California Dept. of Transportation. California.Wallace, J. W., Fox, P. I. and Stewart, J. P. (2002). Cyclic large deflection testing of shaft bridges part II: Analytical Studies, Rep. No. 59A0183, California Dept. of Transportation. California.Google Search
31 
Won, J. O., Ahn, S. Y., Jeong, S. S., Lee, J. H. and Jang, S. Y. (2006). “Nonlinear three-dimensional analysis of pile group supported columns considering pile cap flexibility.” Computers and Geotechnics, Vol. 33, pp. 355-370.10.1016/j.compgeo.2006.07.007Won, J. O., Ahn, S. Y., Jeong, S. S., Lee, J. H. and Jang, S. Y. (2006). “Nonlinear three-dimensional analysis of pile group supported columns considering pile cap flexibility.” Computers and Geotechnics, Vol. 33, pp. 355-370.DOI