• Title/Summary/Keyword: RCD pile

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Design of Drilled Shafts Foundation by LRFD in Incheon Bridge Project (인천대교 민자구간의 대구경 현장타설 말뚝기초의 LRFD 설계 적용 사례)

  • Kim, Jeong-Hwan;Lee, Hyun-Gun;Shin, Hyun-Yang;Youn, Man-Geun
    • Proceedings of the Korean Geotechical Society Conference
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    • 2006.10a
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    • pp.551-561
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    • 2006
  • Incheon bridge project is to construct total 12km long bridges on the sea consist of 800m span length cable stayed bridge, approach bridge and viaduct bridge based on LRFD design specification. To design pile foundations by RCD of each bridge unit, total 4 number of preliminary full scale pile load tests with Osterberg cell method were carried out on the piles for testing. The test load was planned to more than the expected design ultimate capacity and about 29,000tons maximum load was recorded. From the interpretation of test results, design parameters are evaluated and applied to the design. Preliminary pile load test plan and detailed execution of pile load tests are introduced and summarized. The resistance factors are presented for pile design of Incheon Bridge Project in LRFD considering variation of ground conditions and number of test piles.

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Experimental Study on the Effect of Drilling Fluid with Different Mix Designs for Bore Hole Collapse Prevention (시추 안정액 배합설계에 따른 공벽 붕괴방지 효과에 관한 실험적 연구)

  • Yoo, Chung-Sik;Choi, Jung-Hyuk;Han, Yun-Su
    • Journal of the Korean Geotechnical Society
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    • v.31 no.1
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    • pp.15-24
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    • 2015
  • This paper presents the results of a reduced-scale physical model investigation into the effect of drilling fluid with different mix designs for bore hole collapse prevention. The bore hole collapse prevention mechanism for the bentonite based drilling fluid was first discussed together with the effect of conditioning with different additives on engineering characteristics of bentonite based drilling fluid. Reduced-scale model tests were then carried out considering field procedures for cases with a decomposed granitic soil with 20% fines and a sand with various drilling fluids with different mix designs. The results indicated that the addition of polymer to the bentonite based drilling fluid decreases the amount of drilling fluid injected, the drilling fluid infiltration thickness and increases the final depth of excavation. Also revealed is that the effect of polymer on the performance of drilling fluid is more pronounced in the decomposed granite soil with 20% fines than the sand. Practical implications of the findings from this study are discussed in great detail.