All Issue

2025 Vol.35, Issue 1 Preview Page

Research Article

31 March 2025. pp. 51-61
Abstract
References
1

AASHTO (American Association of State Highway and Transportation Officials), 2012, AASHTO LRFD bridge design specifications, 6th Ed., 11-6.

2

CGS (Canadian Geotechnical Society), 2006, Canadian foundation engineering manual, 4th Ed., 291.

3

Do, J.N., Shim, J.W., Kim, N.Y., Park, Y.H., 2021, Effect of light filling in the backfill of abutment when constructing a bridge in the high embankment section, Proceedings of the KSCE Conference & Civil Expo 2021, Gwangju, 197-198 (in Korean).

4

Hong, W.P., 1994, A study on lateral movement of bridge abutment on soft ground, Journal of the Korean Geotechnical Society, 10(4), 53-65 (in Korean with English abstract).

5

KEC (Korea Expressway Corporation), 2023, Road design manual, Part 3. Bridge, 445 (in Korean).

6

KECRI (Korea Expressway Corporation Research Institute), 2013, Cause of lateral movement of bridge abutment and countermeasures, Part 8-33, 37-39 (in Korean).

7

Kim, C.S., 2010, A study on the application of lightweight soil in foam concrete, Proceedings of the 37th Cement Symposium, Chungju, 236-243 (in Korean).

8

Kwon, C.S., 2014, A study on the cause and the countermeasures of horizontal displacement of bridge abutment, Master's Thesis, Hanyang University, 20-30 (in Korean with English abstract).

9

Lee, H.G., 2013a, A study on influence of constructed bridge abutment in landfill slope under laterally displacing, Journal of the Korean Geo-Environmental Society, 14(12), 31-41 (in Korean with English abstract).

10.14481/jkges.2013.14.12.031
10

Lee, M.A., 2013b, Assessment the applicability of lightweight air-trapped soil for the abutment backfill, Master's Thesis, National Korea Maritime & Ocean University, 1-3 (in Korean with English abstract).

11

MOLIT (Ministry of Land, Infrastructure and Transport), 2012, Highway bridge design standard, 7-57 (in Korean).

12

MOLIT (Ministry of Land, Infrastructure and Transport), 2018, Foundation structure guideline, 351-352 (in Korean).

13

Nam, M.S., Kim, T.S., Do, J.N., 2017, Consideration of differential settlements on bridge ends in service, Proceedings of the KSCE Conference & Civil Expo 2017, Busan, 551-552 (in Korean).

14

Seo, C.B., Shin, L.S., Yang, K.Y., Cho, S.H., Lee, T.W., Ko. S.W., Park, D.W., 2021, Vibration and seismic stability evaluation of bridge joint backfill using lightweight foamed soil mixture, Proceedings of the 2021 Spring Conference of the Korean Society for Railway, Jeju, KSR2021S072 (in Korean).

15

Seo, D.H., Suh, J.J., Jang, B.S., Jeong, S.S., 2001, Three dimensional analysis of piled abutment adjacent to surcharge loads, Journal of the Korean Geotechnical Society, 17(2), 85-93 (in Korean with English abstract).

16

Seol, U.H., Gwak, S.H., Bae, B.H., Park, J.S., 2015, Method of minimizing the horizontal displacement of bridge abutment on landfill, Magazine of the Korean Society of Civil Engineers, 63(2), 54-59 (in Korean).

17

Tschebotarioff, G.P., 1973, Foundations, retaining and earth structures: The art of design and construction and its scientific basis in soil mechanics, McGraw-Hill, 415-457.

18

Yoon, G.L., Kim, B.T., 2004, Compressibility and strength characteristics of light-weighted foam soil, Journal of the Korean Geotechnical society, 20(4), 5-13 (in Korean with English abstract).

Information
  • Publisher :Korean Society of Engineering Geology
  • Publisher(Ko) :대한지질공학회
  • Journal Title :The Journal of Engineering Geology
  • Journal Title(Ko) :지질공학
  • Volume : 35
  • No :1
  • Pages :51-61
  • Received Date : 2025-02-11
  • Revised Date : 2025-02-22
  • Accepted Date : 2025-02-25