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      KCI등재 SCIE SCOPUS

      A New Large-Scale Plane-Strain Permeameter for Gravelly Clay Soil under Stresses

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      https://www.riss.kr/link?id=A104782325

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      다국어 초록 (Multilingual Abstract)

      A large-scale plane-strain permeameter was designed to investigate the hydraulic characteristics of gravelly clay base soil and a filter under various stresses and different water heads. The apparatus provides a specimen size about 80 cm long, 40 cm w...

      A large-scale plane-strain permeameter was designed to investigate the hydraulic characteristics of gravelly clay base soil and a filter under various stresses and different water heads. The apparatus provides a specimen size about 80 cm long, 40 cm wide and 40cm high. It is equipped with a horizontal and vertical loading system with capacities of 1000 kN in the horizontal direction and 2000kN in the vertical direction and a water pressure system which can provide water head up to 300 m. The components of the planestrain permeameter are described in detail in this paper. The performance of the permeameter is demonstrated through a group of tests on specimens combining gravelly clay soil and a filter.

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      참고문헌 (Reference)

      1 Richards, K. S., "True triaxial piping test apparatus for evaluation of piping potential in earth structures" 33 (33): 83-95, 2010

      2 "Standard test method for permeability testing of granular soils (constant head), Annual Book of ASTM Standards, Vol. 4.08"

      3 The Ministry of Water Resources of the People’s Republic of China (MWRPRC), "Specification of seepage and seepage deformation test for coarse grained soil (SL237-058-1999)" China Water Power Press 1999

      4 Honjo, Y., "Self-filtration behaviour of broadly and gap-graded cohesionless soils" BiTech Publishers 227-236, 1996

      5 Tanaka, T., "Seepage-failure experiments on multi-layered sand columns" 31 (31): 13-36, 1991

      6 Li M., "Seepage induced instability in widely graded soils" The University of British Columbia 2008

      7 Tomlinson, S. S., "Seepage forces and confining pressure effects on piping erosion" 37 (37): 1-13, 2000

      8 Gimenez, D., "Scaling properties of saturated hydraulic conductivity in soil" 88 (88): 205-220, 1999

      9 Schulze-Makuch, D., "Scale dependency of hydraulic conductivity in heterogeneous media" 37 (37): 904-919, 1999

      10 Louis, C., "Rock hydraulics in rock mechanics" Verlag Wien 1974

      1 Richards, K. S., "True triaxial piping test apparatus for evaluation of piping potential in earth structures" 33 (33): 83-95, 2010

      2 "Standard test method for permeability testing of granular soils (constant head), Annual Book of ASTM Standards, Vol. 4.08"

      3 The Ministry of Water Resources of the People’s Republic of China (MWRPRC), "Specification of seepage and seepage deformation test for coarse grained soil (SL237-058-1999)" China Water Power Press 1999

      4 Honjo, Y., "Self-filtration behaviour of broadly and gap-graded cohesionless soils" BiTech Publishers 227-236, 1996

      5 Tanaka, T., "Seepage-failure experiments on multi-layered sand columns" 31 (31): 13-36, 1991

      6 Li M., "Seepage induced instability in widely graded soils" The University of British Columbia 2008

      7 Tomlinson, S. S., "Seepage forces and confining pressure effects on piping erosion" 37 (37): 1-13, 2000

      8 Gimenez, D., "Scaling properties of saturated hydraulic conductivity in soil" 88 (88): 205-220, 1999

      9 Schulze-Makuch, D., "Scale dependency of hydraulic conductivity in heterogeneous media" 37 (37): 904-919, 1999

      10 Louis, C., "Rock hydraulics in rock mechanics" Verlag Wien 1974

      11 HydroChina Chengdu Engineering Corporation (HCEC), "Research report of 314 m high gravelly-clay core-wall rock-fill dam of Shuangjiangkou Hydropawer Project on Dadu River in Sichuan Province (in Chinese)"

      12 Anderson, J. L., "Relationship between saturated hydraulic conductivity and morphometric data of an argillic horizon" 37 (37): 408-421, 1973

      13 Richards, K. S., "Piping potential of unfiltered soils in existing levees and dams" University of Illinois at Chicago 2008

      14 Fannin, R. J., "Observations on internal stability of cohensionless soils" 56 (56): 497-500, 2006

      15 Brandon, T. L., "New apparatus for evaluating filter performance for dams containing cracks" 30 (30): 48-59, 2007

      16 Hillis, S. F., "Magat dams: Design of internal filters and drains" 20 (20): 491-501, 1983

      17 Shackelford, C. D., "Large-scale laboratory permeability testing of a compacted clay soil" 14 (14): 171-179, 1991

      18 Wan, C. F., "Laboratory tests on the rate of piping erosion of soils in embarkment dams" 27 (27): 1-9, 2004

      19 den Adel, H., "Internal stability of minestone, In Modelling Soil-Water-Structure Interaction" A. A. Balkema 1988

      20 Kenney, T. C., "Internal stability of granular filters" 22 (22): 215-225, 1985

      21 Neuman, S. P, "Generalized scaling of permeabilities: Validation and effect of support scale" 21 (21): 349-352, 1994

      22 Sherard, J. L., "Filters for silts and clays" ASCE 110 (110): 701-718, 1984

      23 Lafleur, J, "Filter testing of broadly graded cohesionless tills" 21 (21): 634-643, 1984

      24 Li, L. J. H., "Field permeability at shallow depth in a compacted fill" 164 (164): 211-221, 2011

      25 Moffat, R., "Experiments on the internal stability of widely graded cohesionless soils" University of British Columbia 2005

      26 Skempton, A. W., "Experiments on piping in sandy gravels" 44 (44): 449-460, 1994

      27 Zobeck, T. M., "Effect of sample cross-sectional area on saturated hydraulic conductivity in two structured clay soils" 28 : 791-794, 1985

      28 Pusch, G., "Correlation of rock permeability and anisotropic stress conditions for the integration of rock mechanical and hydraulic flow models" 1998

      29 Mao, C. X., "Calculation analysis and control on seepage" China Water Power Press 1990

      30 Lai, J., "Assessing the size dependency of measured hydraulic conductivity using double-ring infiltrometers and numerical simulation" 71 (71): 1667-1675, 2007

      31 Moffat, R., "A Large permeameter for study of internal stability in cohesionless soils" 29 (29): 1-7, 2006

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
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      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
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      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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