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      KCI등재 SCIE SCOPUS

      Feasibility of Vacuum Consolidation in Managing Dredged Slurries with Wheat Straw as Drainage Channels

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      https://www.riss.kr/link?id=A103552140

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      다국어 초록 (Multilingual Abstract)

      It is suggested to use wheat straw as both vertical and horizontal drainage materials when using vacuum consolidation method to process dredged slurry in this paper. To verify the feasibility of this proposal, compression and hydrulic conductivity tes...

      It is suggested to use wheat straw as both vertical and horizontal drainage materials when using vacuum consolidation method to process dredged slurry in this paper. To verify the feasibility of this proposal, compression and hydrulic conductivity test on wheat straw and vacuum consolidation tests on slurry using wheat straw as drainage materials were conducted. The results show that the compression process of wheat straw is composed of instantaneous settlement and creep. The density of wheat straw changes from 20 kg/m3 to 200 kg/m3 as vertical stress varies from 5 kPa to 100 kPa. The creep rate increases to maximum when vertical stress reaches 60 kPa and then decreases with as vertical stress further increases. The hydrulic conductivity coefficient of wheat straw is changed between 104 cm/s and 101 cm/s, which decreases linearly as density increases in semi-logarithmic coordinates (hydraulic conductivity in log scale). In vacuum consolidation tests, the settlement, water content, and undrained shear strength of slurry proceeded by vacuum consolidation with wheat straw as drainage materials are similar to those obtained by using PVD and sand as drainage materials. All the results obtained by this paper show that it is feasibility to use wheat straw as vertical and horizontal drainage materials in vacuum consolidation.

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      참고문헌 (Reference)

      1 J.Q. Shang, "Vacuum preloading consolidation of reclaimed land: a case study" Canadian Science Publishing 35 (35): 740-749, 1998

      2 L. H. Li, "Vacuum dewatering and horizontal drainage blankets: a method for layered soil reclamation" Springer Nature 68 (68): 277-285, 2009

      3 B. Indraratna, "Soft ground improvement via vertical drains and vacuum assisted preloading" Elsevier BV 30 : 16-23, 2012

      4 De Baets, S., "Root tensile strength and root distribution of typical mediterranean plant species and their contribution to soil shear strength" 305 (305): 207-226, 2008

      5 D.T Bergado, "Proposed criteria for discharge capacity of prefabricated vertical drains" Elsevier BV 14 (14): 481-505, 1996

      6 H.P. Hong, "Probabilistic analysis of consolidation with prefabricated vertical drains for soil improvement" Canadian Science Publishing 35 (35): 666-667, 1998

      7 R.D. Holtz, "Preloading with prefabricated vertical strip drains" Elsevier BV 6 (6): 109-131, 1987

      8 Jinchun Chai, "Preloading clayey deposit by vacuum pressure with cap-drain: Analyses versus performance" Elsevier BV 26 (26): 220-230, 2008

      9 J. Chu, "Practical considerations for using vertical drains in soil improvement projects" Elsevier BV 22 (22): 101-117, 2004

      10 Serge Leroueil, "Permeability anisotropy of natural clays as a function of strain" Canadian Science Publishing 27 (27): 568-579, 1990

      1 J.Q. Shang, "Vacuum preloading consolidation of reclaimed land: a case study" Canadian Science Publishing 35 (35): 740-749, 1998

      2 L. H. Li, "Vacuum dewatering and horizontal drainage blankets: a method for layered soil reclamation" Springer Nature 68 (68): 277-285, 2009

      3 B. Indraratna, "Soft ground improvement via vertical drains and vacuum assisted preloading" Elsevier BV 30 : 16-23, 2012

      4 De Baets, S., "Root tensile strength and root distribution of typical mediterranean plant species and their contribution to soil shear strength" 305 (305): 207-226, 2008

      5 D.T Bergado, "Proposed criteria for discharge capacity of prefabricated vertical drains" Elsevier BV 14 (14): 481-505, 1996

      6 H.P. Hong, "Probabilistic analysis of consolidation with prefabricated vertical drains for soil improvement" Canadian Science Publishing 35 (35): 666-667, 1998

      7 R.D. Holtz, "Preloading with prefabricated vertical strip drains" Elsevier BV 6 (6): 109-131, 1987

      8 Jinchun Chai, "Preloading clayey deposit by vacuum pressure with cap-drain: Analyses versus performance" Elsevier BV 26 (26): 220-230, 2008

      9 J. Chu, "Practical considerations for using vertical drains in soil improvement projects" Elsevier BV 22 (22): 101-117, 2004

      10 Serge Leroueil, "Permeability anisotropy of natural clays as a function of strain" Canadian Science Publishing 27 (27): 568-579, 1990

      11 Head, K. H., "Manual of soil laboratory testing, Soil classification and compaction tests" Pentech Press 1992

      12 J CHU, "Improvement of ultra-soft soil using prefabricated vertical drains" Elsevier BV 24 (24): 339-348, 2006

      13 Min Li, "Feasibility of saline soil reinforced with treated wheat straw and lime" Elsevier BV 52 (52): 228-238, 2012

      14 Hossam Abuel-Naga, "Equivalent diameter of a prefabricated vertical drain" Elsevier BV 27 (27): 227-231, 2009

      15 J Prabakar, "Effect of random inclusion of sisal fibre on strength behaviour of soil" Elsevier BV 16 (16): 123-131, 2002

      16 R. Kerry Rowe, "Combined effect of PVDs and reinforcement on embankments over rate-sensitive soils" Elsevier BV 26 (26): 239-249, 2008

      17 S SHEN, "Analysis of field performance of embankments on soft clay deposit with and without PVD-improvement" Elsevier BV 23 (23): 463-485, 2005

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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
      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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