한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2010년도 추계 학술발표회
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- Pages.569-579
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- 2010
수치해석에 의한 중소형교량 교량기초의 허용침하량 평가
A Numerical Analysis of Tolerable Settlement for Bridges
-
정경자
(한국도로공사 도로교통연구원)
;
- 전경수 (한국도로공사 초장대교량사업단 사무국) ;
-
조준상
(한국도로공사 도로교통연구원)
;
- 이상헌 ((주)다산이엔지) ;
- 변형균 ((주)비엔에스엔지니어링)
-
Jung, Gyung-Ja
(Expressway & Transportation Technology Institute, KEC)
;
- Jeon, Kyung-Soo (Super-long span Bridge R&D Center, KEC) ;
-
Cho, Jun-Sang
(Expressway & Transportation Technology Institute, KEC)
;
- Lee, Sang-Heon (Dasan Engineering) ;
- Byun, Hyung-Kyoon (BnS Engineering)
- 발행 : 2010.09.09
초록
Tolerable vertical displacement of a bridge is dependent on the superstructure-type, slope, span, and etc.. In the design stage, however, resultant force of cross section is examined supposed that the settlement is 1 cm at the bearing point. And the 1cm is sometimes considered as if the criteria of allowable foundation settlement. It is needed to establish the criteria of the tolerable displacement for the small and middle bridges which are widely used in domestic area. The design data of domestic bridges including expressway bridges were collected and analyzed according to the types of superstructures and foundations. And numerical simulations were conducted for RC rigid frame bridges, PSC girder bridges, IPC girder bridges, PSC box girder bridges, and steel box girder bridges to examine the tolerable displacements.