JKSCE - KSCE JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING RESEARCH

1

AASHTO (2002). Standard specification for highway bridges, American Assocication of State Highway and Transportation Official.AASHTO (2002). Standard specification for highway bridges, American Assocication of State Highway and Transportation Official.

2

Ahn, S. Y. (2010). Propesed new design method of the pile bent structure considering plastic hinge, Ph. D. Thesis, Yonsei University (in Korean).Ahn, S. Y. (2010). Propesed new design method of the pile bent structure considering plastic hinge, Ph. D. Thesis, Yonsei University (in Korean).

3

Broms, B. (1964a). “Lateral resistance of piles in cohesive soils.” Journal of Geotechnical and Geoenvirment Engineering, ASCE, Vol. 90, No. 4, pp. 27-63.Broms, B. (1964a). “Lateral resistance of piles in cohesive soils.” Journal of Geotechnical and Geoenvirment Engineering, ASCE, Vol. 90, No. 4, pp. 27-63.

4

Broms, B. (1964b). “Lateral resistance of piles in cohesive soils.” Journal of Geotechnical and Geoenvirment Engineering, ASCE, Vol. 90, No. 4, pp. 123-156.Broms, B. (1964b). “Lateral resistance of piles in cohesive soils.” Journal of Geotechnical and Geoenvirment Engineering, ASCE, Vol. 90, No. 4, pp. 123-156.

5

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).

6

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.

7

FB-MultiPier (2012). User's manual: Ver. 4, Ensoft Inc.FB-MultiPier (2012). User's manual: Ver. 4, Ensoft Inc.

8

FHWA (1987). Drilled shaft, National Highway Institute.FHWA (1987). Drilled shaft, National Highway Institute.

9

Hutchinson, T. C., Boulanger, R. W., Chai, Y. H. and Idriss, I. M. (2002). Seismic design and retrofit of bridges, John Wiley & Sons, New York, USA.Hutchinson, T. C., Boulanger, R. W., Chai, Y. H. and Idriss, I. M. (2002). Seismic design and retrofit of bridges, John Wiley & Sons, New York, USA.

10

Jeon, K. S., Kim, K. S. and Kim, J. Y. (2006). “Design and consturction of single drilled shaft foundation.” Korean Geotechnical Engineer conference, pp. 86-100 (in Korean).Jeon, K. S., Kim, K. S. and Kim, J. Y. (2006). “Design and consturction of single drilled shaft foundation.” Korean Geotechnical Engineer conference, pp. 86-100 (in Korean).

11

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).

12

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-△ 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-△ effect.” Journal of Korean Geotechnical Society, Korean Geotechnical Society, Vol. 22, No. 8, pp. 77-88 (in Korean).

13

Jeong, S. S., Kim, Y. H. and Kim, J. Y. (2011). “Influence on lateral rigidity of offshore piles using proposed p-y curves.” Journal of Ocean Engineering 38, pp. 397-408.10.1016/j.oceaneng.2010.11.007Jeong, S. S., Kim, Y. H. and Kim, J. Y. (2011). “Influence on lateral rigidity of offshore piles using proposed p-y curves.” Journal of Ocean Engineering 38, pp. 397-408.

14

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.

15

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.

16

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).

17

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).

18

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.

19

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).

20

Lee, J. H. and Yang, J. H. (2004). “New Concrete Bridge Column System.” Journal of the Korea concrete institute, Vol. 16, No. 2, pp. 24-30 (in Korean).Lee, J. H. and Yang, J. H. (2004). “New Concrete Bridge Column System.” Journal of the Korea concrete institute, Vol. 16, No. 2, pp. 24-30 (in Korean).

21

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.

22

Ministry of Land, Infrastructure and Transport (2008). Design criteria for highway bridges (in Korean).Ministry of Land, Infrastructure and Transport (2008). Design criteria for highway bridges (in Korean).

23

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.

24

PLAXIS 3D Foundation (2008). PLAXIS 3D foundation user manual: Version 2.0. Brinkgreve, R.B. and Swolfs, W. M., PLAXIS Inc.PLAXIS 3D Foundation (2008). PLAXIS 3D foundation user manual: Version 2.0. Brinkgreve, R.B. and Swolfs, W. M., PLAXIS Inc.

25

Poulos, H. G. (1971a). “Behavior of laterally loaded piles : Part 1 - Single Piles.” Journal of Soil Mechanics and foundation Div., ASCE, Vol. 97, No. 5, pp. 771-731.Poulos, H. G. (1971a). “Behavior of laterally loaded piles : Part 1 - Single Piles.” Journal of Soil Mechanics and foundation Div., ASCE, Vol. 97, No. 5, pp. 771-731.

26

Poulos, H. G. (1971b). “Behavior of laterally loaded piles : Part 2 - Group piles.” Journal of Soil Mechanics and foundation Div., ASCE, Vol. 97, No. 5, pp. 733-751.Poulos, H. G. (1971b). “Behavior of laterally loaded piles : Part 2 - Group piles.” Journal of Soil Mechanics and foundation Div., ASCE, Vol. 97, No. 5, pp. 733-751.

27

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.

28

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).

29

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).

30

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).

JKSCEKSCE JOURNAL OF CIVIL AND
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