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Volumn , Issue 111, 2000, Pages 65-105

'No-filter factor of safety against piping through sands'

Author keywords

[No Author keywords available]

Indexed keywords

ENGINEERS; EROSION; PIPELINES; SAND; SOIL LIQUEFACTION; STRUCTURAL DESIGN;

EID: 0033672268     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article
Times cited : (95)

References (27)
  • 1
    • 0008694405 scopus 로고
    • Dams barrages and weirs on porous foundations
    • Bligh, W. G. (1910), DAMS BARRAGES AND WEIRS ON POROUS FOUNDATIONS, Engineering News, p. 708.
    • (1910) Engineering News , pp. 708
    • Bligh, W.G.1
  • 2
    • 0342831178 scopus 로고
    • An engineering guide to the safety of embankment dams in the United Kingdom
    • BR171 (1990), AN ENGINEERING GUIDE TO THE SAFETY OF EMBANKMENT DAMS IN THE UNITED KINGDOM, Building Research Establishment Report 171, see p. 26.
    • (1990) Building Research Establishment Report , vol.171 , pp. 26
  • 3
    • 0024773489 scopus 로고
    • Probabilistic analysis of piping underneath water retaining structures
    • Calle, E. O. F., Best, H. and Sellmeijer, J. B. (1989), PROBABILISTIC ANALYSIS OF PIPING UNDERNEATH WATER RETAINING STRUCTURES, Proc. 12th ICSMFE, Rio de Janeiro, V. 2, p. 822.
    • (1989) Proc. 12th ICSMFE, Rio de Janeiro , vol.2 , pp. 822
    • Calle, E.O.F.1    Best, H.2    Sellmeijer, J.B.3
  • 6
    • 0034173877 scopus 로고    scopus 로고
    • Factors of safety and reliability in geotechnical engineering
    • April
    • Ducan, J.M. (2000), FACTORS OF SAFETY AND RELIABILITY IN GEOTECHNICAL ENGINEERING, ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 4, April, p. 308.
    • (2000) ASCE Journal of Geotechnical and Geoenvironmental Engineering , vol.126 , Issue.4 , pp. 308
    • Ducan, J.M.1
  • 7
    • 0017457650 scopus 로고
    • Hydraulic piping-theoretical and experimental findings
    • Feb.
    • Kalin, M. (1977), HYDRAULIC PIPING-THEORETICAL AND EXPERIMENTAL FINDINGS, Canadian Geotechnical Journal, V. 14, N. 1, Feb., see p. 121.
    • (1977) Canadian Geotechnical Journal , vol.14 , Issue.1 , pp. 121
    • Kalin, M.1
  • 9
    • 0023587299 scopus 로고
    • Levee failure caused by seepage and preventative measures
    • Kohno, I., Nishigaki, M. and Takeshita, Y. (1987), LEVEE FAILURE CAUSED BY SEEPAGE AND PREVENTATIVE MEASURES, Natural Disaster Science, V. 9, No. 2, pp. 55-76.
    • (1987) Natural Disaster Science , vol.9 , Issue.2 , pp. 55-76
    • Kohno, I.1    Nishigaki, M.2    Takeshita, Y.3
  • 11
    • 0043223488 scopus 로고
    • Security from under-seepage masonry dams on earth foundations
    • paper 1919
    • Lane, E. W. (1935), SECURITY FROM UNDER-SEEPAGE MASONRY DAMS ON EARTH FOUNDATIONS, ASCE Transactions, paper 1919, p. 1235.
    • (1935) ASCE Transactions , pp. 1235
    • Lane, E.W.1
  • 13
    • 0001698106 scopus 로고
    • Effect of a porous sand bed on incipient motion
    • Martin, C. S. (1970), EFFECT OF A POROUS SAND BED ON INCIPIENT MOTION, Water Resources Research, Vol. 6, No. 4, see p. 1163.
    • (1970) Water Resources Research , vol.6 , Issue.4 , pp. 1163
    • Martin, C.S.1
  • 16
    • 0343701677 scopus 로고
    • The effect of seepage on the stability of sea walls
    • University of Florida, Gainesville, FL
    • Richart, F. E. Jr. and Schmertmann, J. H. (1957), THE EFFECT OF SEEPAGE ON THE STABILITY OF SEA WALLS, Proc. 6th Int. Conf. on Coastal Engineering, University of Florida, Gainesville, FL, pp. 794-817.
    • (1957) Proc. 6th Int. Conf. on Coastal Engineering , pp. 794-817
    • Richart F.E., Jr.1    Schmertmann, J.H.2
  • 20
    • 0342831167 scopus 로고    scopus 로고
    • P.O. Box 69, 2600 AB, Delft, The Netherlands, Personal communications
    • Sellmeijer, J. B. (1996, 1998-9), Delft Geotechnics, P.O. Box 69, 2600 AB, Delft, The Netherlands, Personal communications.
    • (1996) Delft Geotechnics
    • Sellmeijer, J.B.1
  • 21
    • 0028667482 scopus 로고
    • Experiments on piping in sandy gravels
    • Skempton, A. W. and Brogan, J. M. (1994), EXPERIMENTS ON PIPING IN SANDY GRAVELS, Geotechnique, V. 44, N. 3, pp. 449-460.
    • (1994) Geotechnique , vol.44 , Issue.3 , pp. 449-460
    • Skempton, A.W.1    Brogan, J.M.2
  • 22
    • 0009505509 scopus 로고
    • Wiley & Sons, Selections from the writings of Karl Terzaghi
    • Terzaghi, K. (1960), FROM THEORY TO PRACTICE IN SOIL MECHANICS, Wiley & Sons, Selections from the writings of Karl Terzaghi. (Several of Terzaghi's writings, starting in 1922, deal with the subject of the critical gradients needed for quicksand behavior and piping at dam toes. Pp. 122-131, taken from a 1929 lecture titled "Effect of Minor Geologic Details on the Safety of Dams", gives a particularly detailed description.)
    • (1960) From Theory to Practice in Soil Mechanics , pp. 122-131
    • Terzaghi, K.1
  • 26
    • 0000593144 scopus 로고
    • The equilibrium of grains on the bed of a stream
    • White, C. W. (1940), THE EQUILIBRIUM OF GRAINS ON THE BED OF A STREAM, Proc. Royal Society London, Vol. 174A.
    • (1940) Proc. Royal Society London , vol.174 A
    • White, C.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.