한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)
- 한국지반공학회 2006년도 춘계 학술발표회 논문집
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- Pages.466-475
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- 2006
말뚝 기초지지력에 대한 안전율과 신뢰도지수 평가
Relations of Safety Factor and Reliability Index for Pile Load Capacity
- Kim, Dae-Ho (Dept. of Highways and Bridges, Daewoo Engineering) ;
- Lee, Jun-Hwan (Dept. of Civil Engineering, Yonsei University)
- 발행 : 2006.03.24
초록
Reliability analysis between safety factor and reliability index for driven and bored pile load capacity was analyzed in this study. 0.1B, Chin, De Beer, and Davisson's methods were used for determining pile load capacity by using load-settlement curve from pile load test. Each method define ultimate, yield and allowable pile load capacities. LCPC method using CPT results was performed for comparing with results of pile load test. Based on FOSM analysis using load factors, it is obtained that reliability indices for ultimate pile load capacity were higher than those of yield and allowable condition. Present safety factor 2 for yield and allowable load capacities are not enough to satisfy target reliability index