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      KCI등재 SCIE SCOPUS

      Equivalent Head-down Load vs. Movement Relationships Evaluated from Bi-directional Pile Load Tests

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      https://www.riss.kr/link?id=A103912276

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      다국어 초록 (Multilingual Abstract)

      The increasing use of bi-directional (Osterberg cell) load tests in piles necessitates a reliable evaluation of the load-movement relationship equivalent to the head-down load test. In this study, the existing evaluation methods were reviewed, and a new method for evaluating the equivalent head-down curve was proposed. This method considers possible situations, such as non-measured axial load distribution along the pile and the existence of residual load distribution. Three cases, in which bi-directional and head-down load tests were performed at the same site, were analyzed in order to validate the proposed method. The results of the case studies showed that the equivalent load-movement curves obtained either without assuming unit shaft resistance distribution or by considering the effect of residual load agreed well with the measured curves obtained from the head-down test. Therefore, the proposed method is recommended for practical use.
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      The increasing use of bi-directional (Osterberg cell) load tests in piles necessitates a reliable evaluation of the load-movement relationship equivalent to the head-down load test. In this study, the existing evaluation methods were reviewed, and a n...

      The increasing use of bi-directional (Osterberg cell) load tests in piles necessitates a reliable evaluation of the load-movement relationship equivalent to the head-down load test. In this study, the existing evaluation methods were reviewed, and a new method for evaluating the equivalent head-down curve was proposed. This method considers possible situations, such as non-measured axial load distribution along the pile and the existence of residual load distribution. Three cases, in which bi-directional and head-down load tests were performed at the same site, were analyzed in order to validate the proposed method. The results of the case studies showed that the equivalent load-movement curves obtained either without assuming unit shaft resistance distribution or by considering the effect of residual load agreed well with the measured curves obtained from the head-down test. Therefore, the proposed method is recommended for practical use.

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      참고문헌 (Reference)

      1 Fellenius, B. H., "Unified design of piled foundations with emphasis on settlement analysis" ASCE 253-275, 2004

      2 Osterberg, J. O., "The Osterberg load test method for drilled shafts and driven piles-The First ten years" Deep Foundation Institute 1998

      3 Fellenius, B. H., "Long-term monitoring of strain in instrumented piles" 135 (135): 1583-1595, 2009

      4 Altaee, A., "Load transfer for piles in sand and the critical depth" 30 (30): 455-463, 1993

      5 Gregersen, O. S., "Load tests on friction piles in loose sand" ICSMFE 109-117, 1973

      6 Kim, H. J, "Improved evaluation of equivalent top-down load-displacement curve from a bottom-up pile load test" 137 (137): 568-578, 2011

      7 Lee, J. S., "Equivalent pile load-head settlement curve using a bi-directional pile load test" ELSEVIER 35 (35): 124-133, 2008

      8 Baker, C. N., "Drilled shafts for bridge foundations" FHWA 1993

      9 Kim, S. R., "Distribution of residual load and true shaft resistance for a driven instrumented test pile" 48 (48): 583-598, 2011

      10 Loadtest, "Construction of the equivalent top-loaded loadsettlement curve from the results of an O-cell test, Loadtest Appendix to Reports" 2001

      1 Fellenius, B. H., "Unified design of piled foundations with emphasis on settlement analysis" ASCE 253-275, 2004

      2 Osterberg, J. O., "The Osterberg load test method for drilled shafts and driven piles-The First ten years" Deep Foundation Institute 1998

      3 Fellenius, B. H., "Long-term monitoring of strain in instrumented piles" 135 (135): 1583-1595, 2009

      4 Altaee, A., "Load transfer for piles in sand and the critical depth" 30 (30): 455-463, 1993

      5 Gregersen, O. S., "Load tests on friction piles in loose sand" ICSMFE 109-117, 1973

      6 Kim, H. J, "Improved evaluation of equivalent top-down load-displacement curve from a bottom-up pile load test" 137 (137): 568-578, 2011

      7 Lee, J. S., "Equivalent pile load-head settlement curve using a bi-directional pile load test" ELSEVIER 35 (35): 124-133, 2008

      8 Baker, C. N., "Drilled shafts for bridge foundations" FHWA 1993

      9 Kim, S. R., "Distribution of residual load and true shaft resistance for a driven instrumented test pile" 48 (48): 583-598, 2011

      10 Loadtest, "Construction of the equivalent top-loaded loadsettlement curve from the results of an O-cell test, Loadtest Appendix to Reports" 2001

      11 Kwon, O. S., "Comparison of the bidirectional load test with the top-down loadtest" 1936 : 108-116, 2005

      12 Xi, X., "An analytical solution to transform O-cell pile test data into conventional load-settlement curve" Geotechnical Special Publication 205 : 192-199, 2010

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
      2005-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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