Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2009.03a
- /
- Pages.512-517
- /
- 2009
Verification of LRFD Resistance Factors of Driven Steel Pipe Piles Using a Real Bridge Foundation Design
실제 설계 사례를 통한 항타강관말뚝의 LRFD 저항계수 검증
-
Park, Jae-Hyun
(Geotech. Div., KICT)
;
-
Lee, Ju-Hyung
(Geotech. Div., KICT)
;
-
Chung, Moon-Kyung
(Geotech. Div., KICT)
;
- Choi, Young-Seok (Foundation Design Div., Yooshin Co.) ;
-
Kwak, Ki-Seok
(Geotech. Div., KICT)
-
박재현
(한국건설기술연구원 지반연구실)
;
-
이주형
(한국건설기술연구원 지반연구실)
;
-
정문경
(한국건설기술연구원 지반연구실)
;
- 최영석 (유신코퍼레이션 기초설계팀) ;
-
곽기석
(한국건설기술연구원 지반연구실)
- Published : 2009.03.27
Abstract
Resistance factors for static bearing capacity of driven steel pipe piles were calibrated in the framework of reliability theory. A comprehensive foundation design case study on an actual bridge was performed using resistance factors developed in this study. Comparing with Allowable Stress Design (ASD), LRFD design method provides quantitative evaluation of safety level of designed foundation and exhibits considerable potential economy in design.