메뉴 건너뛰기




Volumn 42, Issue 4, 2005, Pages 1145-1159

Infiltration into an embankment reinforced by nonwoven geotextiles

Author keywords

Drainage; Embankment; Nonwoven geotextile; Stability; Unsaturated

Indexed keywords

COMPUTER SIMULATION; FINITE ELEMENT METHOD; FLOW OF WATER; GEOTEXTILES; HYDRAULICS; INFILTRATION; PORE PRESSURE; SOILS; STABILITY;

EID: 27744519879     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t05-035     Document Type: Article
Times cited : (59)

References (22)
  • 1
    • 0017526261 scopus 로고
    • Comparison of slope stability methods of analysis
    • Fredlund, D.G., and Krahn, J. 1977. Comparison of slope stability methods of analysis. Canadian Geotechnical Journal, 14: 429-439.
    • (1977) Canadian Geotechnical Journal , vol.14 , pp. 429-439
    • Fredlund, D.G.1    Krahn, J.2
  • 3
    • 0030157748 scopus 로고    scopus 로고
    • The relationship of the unsaturated soil shear strength to the soil-water characteristic curve
    • Fredlund, D.G, Xing, A., Fredlund, M.D., and Barbour, S.L. 1996. The relationship of the unsaturated soil shear strength to the soil-water characteristic curve. Canadian Geotechnical Journal, 33: 440-448.
    • (1996) Canadian Geotechnical Journal , vol.33 , pp. 440-448
    • Fredlund, D.G.1    Xing, A.2    Fredlund, M.D.3    Barbour, S.L.4
  • 4
    • 85102994389 scopus 로고
    • Water content
    • Agronomy monograph No. 9, 2nd ed. Edited by A. Klute. American Society of Agronomy - Soil Science of America, Madison, Wisc
    • Gardner, W.H. 1986. Water content. In Methods of soil analysis, Part 1, Agronomy monograph No. 9, 2nd ed. Edited by A. Klute. American Society of Agronomy - Soil Science of America, Madison, Wisc. pp. 493-544.
    • (1986) Methods of Soil Analysis , Issue.PART 1 , pp. 493-544
    • Gardner, W.H.1
  • 5
    • 0142221632 scopus 로고    scopus 로고
    • SEEP/W Ver.5 user's guide
    • GEO-SLOPE International Ltd. GEO-SLOPE International Ltd., Calgary, Alta
    • GEO-SLOPE International Ltd. 2001a. SEEP/W Ver.5 user's guide. GEO-SLOPE International Ltd., Calgary, Alta.
    • (2001)
  • 6
    • 27744595187 scopus 로고    scopus 로고
    • SLOPE/W Ver.5 user's guide
    • GEO-SLOPE International Ltd. GEO-SLOPE International Ltd., Calgary, Alta
    • GEO-SLOPE International Ltd. 2001b. SLOPE/W Ver.5 user's guide. GEO-SLOPE International Ltd., Calgary, Alta.
    • (2001)
  • 7
    • 0142197611 scopus 로고    scopus 로고
    • On the hydraulic behaviour of unsaturated nonwoven geotextiles
    • Iryo, T., and Rowe, R.K. 2003. On the hydraulic behaviour of unsaturated nonwoven geotextiles. Geotextile and Geomembranes, 21: 381-404.
    • (2003) Geotextile and Geomembranes , vol.21 , pp. 381-404
    • Iryo, T.1    Rowe, R.K.2
  • 8
    • 27744451566 scopus 로고    scopus 로고
    • Numerical study on infiltration into soil-geotextile column
    • Iryo, T., and Rowe, R.K. 2004. Numerical study on infiltration into soil-geotextile column. Geosynthetics International, 11(5): 377-389.
    • (2004) Geosynthetics International , vol.11 , Issue.5 , pp. 377-389
    • Iryo, T.1    Rowe, R.K.2
  • 9
    • 0030953428 scopus 로고    scopus 로고
    • Mass types, element orders and solution schemes for the Richards equation
    • Ju, S.-H., and Kung, K.-J.S. 1997. Mass types, element orders and solution schemes for the Richards equation. Computers & Geosciences, 23: 175-187.
    • (1997) Computers & Geosciences , vol.23 , pp. 175-187
    • Ju, S.-H.1    Kung, K.-J.S.2
  • 10
    • 27744478832 scopus 로고    scopus 로고
    • High embankment of clay reinforced by GHD and its utilities
    • Proceeding of International Symposium on Landmarks in Earth Reinforcement, Fukuoka, Japan, 14-16 November 2001. Edited by H. Ochiai, J. Otani, N. Yasufuku, and K. Omine. A.A. Balkema, Rotterdam. The Netherlands
    • Kamon, M., Akai, T., Matsumoto, A., Suwa, S., Fukuda, M., Simonodan, T., et al. 2001. High embankment of clay reinforced by GHD and its utilities. In Proceeding of International Symposium on Landmarks in Earth Reinforcement, Fukuoka, Japan, 14-16 November 2001. Edited by H. Ochiai, J. Otani, N. Yasufuku, and K. Omine. A.A. Balkema, Rotterdam. The Netherlands. pp. 225-229.
    • (2001) , pp. 225-229
    • Kamon, M.1    Akai, T.2    Matsumoto, A.3    Suwa, S.4    Fukuda, M.5    Simonodan, T.6
  • 11
    • 0032455325 scopus 로고    scopus 로고
    • Limit analysis instability calculations of reinforced soil structures
    • Michalowski, R.L. 1998. Limit analysis instability calculations of reinforced soil structures. Geotextiles and Geomembranes, 16: 311-331.
    • (1998) Geotextiles and Geomembranes , vol.16 , pp. 311-331
    • Michalowski, R.L.1
  • 12
    • 27744543156 scopus 로고    scopus 로고
    • Reinforcing mechanism and analysis method of geotextile reinforced embankment
    • Report of public works research institute, Ministry of Construction, Tsukuba, Japan. [In Japanese]
    • Miki, H. 1997. Reinforcing mechanism and analysis method of geotextile reinforced embankment. Report of public works research institute, Ministry of Construction, Tsukuba, Japan. Vol. 197. [In Japanese.]
    • (1997) , vol.197
    • Miki, H.1
  • 13
    • 0042677329 scopus 로고
    • Reinforced soil structures with poorly draining backfills. Part II: Case histories and applications
    • Mitchell, J.K., and Zornberg, J.G. 1995. Reinforced soil structures with poorly draining backfills. Part II: Case histories and applications. Geosynthetics International, 2: 265-307.
    • (1995) Geosynthetics International , vol.2 , pp. 265-307
    • Mitchell, J.K.1    Zornberg, J.G.2
  • 14
    • 0023738264 scopus 로고
    • Water flow in unsaturated soil in layered slopes
    • Miyazaki, T. 1988. Water flow in unsaturated soil in layered slopes. Journal of Hydrology, 102: 201-214.
    • (1988) Journal of Hydrology , vol.102 , pp. 201-214
    • Miyazaki, T.1
  • 16
    • 27744489747 scopus 로고
    • Development of reinforcing method for embankment using spunbond nonwoven geotextile
    • PWRI, Toyobo Co. Ltd., Toray Industries Inc., and Unitika Ltd. Performance of geotextile within soil and its effectiveness, Cooperative research report of PWRI. Public Works Research Institute, Ministry of Construction, Tsukuba, Japan. [In Japanese]
    • PWRI, Toyobo Co. Ltd., Toray Industries Inc., and Unitika Ltd. 1988. Development of reinforcing method for embankment using spunbond nonwoven geotextile. Performance of geotextile within soil and its effectiveness, Cooperative research report of PWRI. Public Works Research Institute, Ministry of Construction, Tsukuba, Japan. Vol. 6, No. 2, pp. 77-79. [In Japanese.]
    • (1988) , vol.6 , Issue.2 , pp. 77-79
  • 17
    • 34247647193 scopus 로고
    • Capillary conduction of liquids through porous mediums
    • Richards, L.A. 1931. Capillary conduction of liquids through porous mediums. Physics, 1: 318-333.
    • (1931) Physics , vol.1 , pp. 318-333
    • Richards, L.A.1
  • 20
    • 0019057216 scopus 로고
    • A closed-form equation for predicting the hydraulic conductivity of unsaturated soils
    • van Genuchten, M.Th. 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44: 892-898.
    • (1980) Soil Science Society of America Journal , vol.44 , pp. 892-898
    • van Genuchten, M.Th.1
  • 21
    • 0038375945 scopus 로고    scopus 로고
    • Conversion of geosynthetics strain to load using reinforcement stiffness
    • Walters, D.L., Allen, T.M., and Bathurst, R.J. 2002. Conversion of geosynthetics strain to load using reinforcement stiffness. Geosynthetics International, 9: 483-523.
    • (2002) Geosynthetics International , vol.9 , pp. 483-523
    • Walters, D.L.1    Allen, T.M.2    Bathurst, R.J.3
  • 22
    • 0035351941 scopus 로고    scopus 로고
    • Shear strength parameters from back-analysis of single slips
    • Wesley, L.D., and Leelaratnam, V. 2001. Shear strength parameters from back-analysis of single slips. Géotechnique, 51: 373-374.
    • (2001) Géotechnique , vol.51 , pp. 373-374
    • Wesley, L.D.1    Leelaratnam, V.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.