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Volumn 3, Issue 1, 2003, Pages 111-122

Effects of the erosion and transport of fine particles due to seepage flow

Author keywords

Drainage; Erosion; Particles; Sand; Seepage; Silty soil

Indexed keywords

FINITE ELEMENT METHOD; GROUNDWATER FLOW; MATHEMATICAL MODELS; SEDIMENT TRANSPORT; SEEPAGE; STRAIN; STRESSES;

EID: 3142683237     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2003)3:1(111)     Document Type: Article
Times cited : (213)

References (32)
  • 1
    • 0024772509 scopus 로고
    • A study of sand migration in gravel
    • Rio de Janeiro, Brazil, Balkema, Rotterdam, The Netherlands
    • Atmatzidis, D. K. (1989). "A study of sand migration in gravel." Proc., 12th Int. Conf. on Soil Mechanics and Foundation Engineering, Rio de Janeiro, Brazil, Balkema, Rotterdam, The Netherlands Vol. 1, 683-686.
    • (1989) Proc., 12th Int. Conf. on Soil Mechanics and Foundation Engineering , vol.1 , pp. 683-686
    • Atmatzidis, D.K.1
  • 4
    • 3142710227 scopus 로고    scopus 로고
    • Finite element analysis of free surface seepage flow
    • M. Zaman, G. Gioda, and J. Booker, eds., Wiley, New York, Chap. 20
    • Cividini, A., and Gioda, G. (2000). "Finite element analysis of free surface seepage flow," in Modeling in geomechanics, M. Zaman, G. Gioda, and J. Booker, eds., Wiley, New York, Chap. 20.
    • (2000) Modeling in Geomechanics
    • Cividini, A.1    Gioda, G.2
  • 5
    • 0028671427 scopus 로고
    • The analysis of relaxed criteria for erosion-control filters
    • den Adel, H., Koenders, M. A., and Bakker, K. J. (1994). "The analysis of relaxed criteria for erosion-control filters." Can. Geotech. J., 31, 829-840.
    • (1994) Can. Geotech. J. , vol.31 , pp. 829-840
    • den Adel, H.1    Koenders, M.A.2    Bakker, K.J.3
  • 6
    • 0017219585 scopus 로고
    • Finite element residual schemes for unconfined flow
    • Desai, C. S. (1976). "Finite element residual schemes for unconfined flow." Int. J. Numer. Methods Eng., 10, 1415-1418.
    • (1976) Int. J. Numer. Methods Eng. , vol.10 , pp. 1415-1418
    • Desai, C.S.1
  • 7
    • 0004687794 scopus 로고
    • Flow through porous media
    • C. S. Desai and J. T. Christian, eds., McGraw-Hill, New York
    • Desai, C. S. (1977). "Flow through porous media." Numerical methods in geotechnical engineering, C. S. Desai and J. T. Christian, eds., McGraw-Hill, New York.
    • (1977) Numerical Methods in Geotechnical Engineering
    • Desai, C.S.1
  • 8
    • 0342597049 scopus 로고    scopus 로고
    • A critical review of granular soil filter retention criteria
    • J. Lafleur and A. L. Rollin, eds., Ecole Polytechnic de Montreal
    • Fischer, G. R., and Holtz, R. D. (1996). "A critical review of granular soil filter retention criteria." Proc., 2nd Int. Conf. on Geofilters, J. Lafleur and A. L. Rollin, eds., Ecole Polytechnic de Montreal, 409-418.
    • (1996) Proc., 2nd Int. Conf. on Geofilters , pp. 409-418
    • Fischer, G.R.1    Holtz, R.D.2
  • 9
    • 0025491310 scopus 로고
    • Laboratory testing of filters and slot sizes for relief wells
    • Hadj-Hamou, T., Tavassoli, M. R., and Sherman, W. C. (1990). "Laboratory testing of filters and slot sizes for relief wells." J. Geotech. Eng., 116(9), 1325-1346.
    • (1990) J. Geotech. Eng. , vol.116 , Issue.9 , pp. 1325-1346
    • Hadj-Hamou, T.1    Tavassoli, M.R.2    Sherman, W.C.3
  • 10
    • 0034253629 scopus 로고    scopus 로고
    • Mud pumping problem in tunnels on erosive soil deposits
    • Hayashi, S., and Shahu, J. T. (2000). "Mud pumping problem in tunnels on erosive soil deposits." Geotechnique, 50, 393-408.
    • (2000) Geotechnique , vol.50 , pp. 393-408
    • Hayashi, S.1    Shahu, J.T.2
  • 11
    • 0031080473 scopus 로고    scopus 로고
    • Analytical model for particle migration within base soil-filter system
    • Indraratna, B., and Vafai, F. (1997). "Analytical model for particle migration within base soil-filter system." J. Geotech. Geoenviron. Eng., 123(2), 100-109.
    • (1997) J. Geotech. Geoenviron. Eng. , vol.123 , Issue.2 , pp. 100-109
    • Indraratna, B.1    Vafai, F.2
  • 12
    • 0000922957 scopus 로고
    • The use of laboratory tests to develop design criteria for protective filters
    • Karpoff, K. P. (1955). "The use of laboratory tests to develop design criteria for protective filters." Proc., Am. Soc. Testing Mater, 55, 1182-1193.
    • (1955) Proc., Am. Soc. Testing Mater , vol.55 , pp. 1182-1193
    • Karpoff, K.P.1
  • 13
    • 0022267227 scopus 로고
    • Internal stability of granular filters
    • Kenney, T. C., and Lau, D. (1985). "Internal stability of granular filters." Can. Geotech. J., 22, 215-225.
    • (1985) Can. Geotech. J. , vol.22 , pp. 215-225
    • Kenney, T.C.1    Lau, D.2
  • 14
    • 0003068721 scopus 로고
    • Internal stability of granular filters: Reply
    • Kenney, T. C., and Lau, D. (1986). "Internal stability of granular filters: Reply." Can. Geotech. J., 23, 420-423.
    • (1986) Can. Geotech. J. , vol.23 , pp. 420-423
    • Kenney, T.C.1    Lau, D.2
  • 16
    • 0022092598 scopus 로고
    • Model for piping-plugging in earthen structures
    • Khilar, K. C., Fogler, H. S., and Gray, D. H. (1985). "Model for piping-plugging in earthen structures." J. Geotech. Eng., 111(7), 833-846.
    • (1985) J. Geotech. Eng. , vol.111 , Issue.7 , pp. 833-846
    • Khilar, K.C.1    Fogler, H.S.2    Gray, D.H.3
  • 17
    • 0026711341 scopus 로고
    • Flow equations of particle fluid mixtures
    • Koenders, M. A., and Williams, A. F. (1992). "Flow equations of particle fluid mixtures." Acta Mech., 92, 91-116.
    • (1992) Acta Mech. , vol.92 , pp. 91-116
    • Koenders, M.A.1    Williams, A.F.2
  • 19
    • 0003140358 scopus 로고
    • Preparing test specimen using under compaction
    • Ladd, R. S. (1978). "Preparing test specimen using under compaction." Geotech. Testing J., 1, 16-23.
    • (1978) Geotech. Testing J. , vol.1 , pp. 16-23
    • Ladd, R.S.1
  • 20
    • 0005194452 scopus 로고    scopus 로고
    • Effects of nonplastic fines on minimum and maximum void ratios of sand
    • Lade, P. V., Liggio, C. D., and Yamamuro, J. A. (1998). "Effects of nonplastic fines on minimum and maximum void ratios of sand." Geotech. Testing J., 21(4), 336-347.
    • (1998) Geotech. Testing J. , vol.21 , Issue.4 , pp. 336-347
    • Lade, P.V.1    Liggio, C.D.2    Yamamuro, J.A.3
  • 21
    • 0031394346 scopus 로고    scopus 로고
    • Effects of nonplastic fines on static liquefaction of sands
    • Lade, P. V., and Yamamuro, J. A. (1997). "Effects of nonplastic fines on static liquefaction of sands." Can. Geotech. J., 34, 918-928.
    • (1997) Can. Geotech. J. , vol.34 , pp. 918-928
    • Lade, P.V.1    Yamamuro, J.A.2
  • 23
    • 0042686651 scopus 로고    scopus 로고
    • Comparison of internal and surface erosion using flow pump tests on a sand-kaolinite mixture
    • Reddi, L. N., Lee, I.-M., and Bonala, M. V. S. (2000). "Comparison of internal and surface erosion using flow pump tests on a sand-kaolinite mixture." Geotech. Testing J., 23(l), 116-122.
    • (2000) Geotech. Testing J. , vol.23 , Issue.1 , pp. 116-122
    • Reddi, L.N.1    Lee, I.-M.2    Bonala, M.V.S.3
  • 24
  • 26
    • 0021445090 scopus 로고
    • Basic properties of sand and gravel filters
    • Sherard, J. L., Dunnigan, L. P., and Talbot, J. R. (1984b). "Basic properties of sand and gravel filters." J. Geotech. Eng., 110(6), 684-700.
    • (1984) J. Geotech. Eng. , vol.110 , Issue.6 , pp. 684-700
    • Sherard, J.L.1    Dunnigan, L.P.2    Talbot, J.R.3
  • 27
    • 0004740238 scopus 로고
    • An analysis of the problem of washing through in protective filter
    • Montreal, University of Toronto, Toronto
    • Silveira, A. (1965). "An analysis of the problem of washing through in protective filter." Proc., 6th Int. Conf. on Soil Mechanics and Foundation Engineering, Montreal, University of Toronto, Toronto, Vol. 2, 551-555.
    • (1965) Proc., 6th Int. Conf. on Soil Mechanics and Foundation Engineering , vol.2 , pp. 551-555
    • Silveira, A.1
  • 29
    • 0033995315 scopus 로고    scopus 로고
    • Intergranular state variables and stress-strain behavior of silty sands
    • Thevanayagam, S., and Mohan, S. (2000). "Intergranular state variables and stress-strain behavior of silty sands," Geotechnique, 50(l), 1-23.
    • (2000) Geotechnique , vol.50 , Issue.1 , pp. 1-23
    • Thevanayagam, S.1    Mohan, S.2
  • 30
    • 0034021124 scopus 로고    scopus 로고
    • Seepage forces and confining pressure effects on piping erosion
    • Tomlinson, S. S., and Vaid, Y. P. (2000). "Seepage forces and confining pressure effects on piping erosion." Can. Geotech. J., 37, 1-13.
    • (2000) Can. Geotech. J. , vol.37 , pp. 1-13
    • Tomlinson, S.S.1    Vaid, Y.P.2
  • 31
    • 0019912491 scopus 로고
    • Design of filters for clay cores of dams
    • Vaughan, P. R., and Soares, H. F. (1982). "Design of filters for clay cores of dams." J. Geotech. Eng., 108(l), 17-31.
    • (1982) J. Geotech. Eng. , vol.108 , Issue.1 , pp. 17-31
    • Vaughan, P.R.1    Soares, H.F.2
  • 32
    • 0018586107 scopus 로고
    • The process of soil filtration - Its physics and approach in engineering practice
    • U.K., British Geotechnical Society, London
    • Wittman, L. (1979). "The process of soil filtration-its physics and approach in engineering practice," Proc., 7th European Conf. on Soil Mechanics and Foundation Engineering Brighton, U.K., British Geotechnical Society, London, Vol. 1, 303-310.
    • (1979) Proc., 7th European Conf. on Soil Mechanics and Foundation Engineering Brighton , vol.1 , pp. 303-310
    • Wittman, L.1


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