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Volumn 42, Issue 3-4, 2009, Pages 460-472

Centrifuge model tests on clay based engineered barriers subjected to differential settlements

Author keywords

Centrifuge modelling; Clay barrier; Cracking; Differential settlement; Model test; Waste containment

Indexed keywords

CENTRIFUGATION; CENTRIFUGES; GEOLOGIC MODELS; GEOLOGICAL REPOSITORIES; IMAGE ANALYSIS; INDUSTRIAL WASTE TREATMENT; RADIOACTIVE MATERIALS; RADIOACTIVE WASTE DISPOSAL; RADIOACTIVE WASTES; RADIOACTIVITY; WASTE DISPOSAL;

EID: 56549087787     PISSN: 01691317     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.clay.2008.06.002     Document Type: Article
Times cited : (69)

References (40)
  • 1
    • 0016557932 scopus 로고
    • Stress-strain behavior of two compacted clays in tension and compression
    • Ajaz A., and Parry R.H.G. Stress-strain behavior of two compacted clays in tension and compression. Geotechnique 25 3 (1975) 495-512
    • (1975) Geotechnique , vol.25 , Issue.3 , pp. 495-512
    • Ajaz, A.1    Parry, R.H.G.2
  • 3
    • 0024475766 scopus 로고
    • Bentonite as a containment barrier for the disposal of highly radioactive wastes
    • Bucher F., and Muller-Vonmoos M. Bentonite as a containment barrier for the disposal of highly radioactive wastes. Applied Clay Science 4 2 (1989) 157-177
    • (1989) Applied Clay Science , vol.4 , Issue.2 , pp. 157-177
    • Bucher, F.1    Muller-Vonmoos, M.2
  • 4
    • 56549107074 scopus 로고    scopus 로고
    • Landfill cap cover issue: improvement of the capability to sustain differential settlement
    • Cossu R., and Stegmann R. (Eds), CISA Environmental Sanitary Centre, Cagliori, Italy
    • Camp S., Gourc J.P., Plé O., Villard P., and Rey D. Landfill cap cover issue: improvement of the capability to sustain differential settlement. In: Cossu R., and Stegmann R. (Eds). Proceedings, 10th International Waste Management and Landfill Symposium (SARDINIA 2005) (2005), CISA Environmental Sanitary Centre, Cagliori, Italy
    • (2005) Proceedings, 10th International Waste Management and Landfill Symposium (SARDINIA 2005)
    • Camp, S.1    Gourc, J.P.2    Plé, O.3    Villard, P.4    Rey, D.5
  • 5
    • 34249040775 scopus 로고    scopus 로고
    • Numerical and centrifuge modelling in soil structure interaction
    • Chandrasekaran V.S. Numerical and centrifuge modelling in soil structure interaction. Indian Geotechnical Journal 31 1 (2001) 30-59
    • (2001) Indian Geotechnical Journal , vol.31 , Issue.1 , pp. 30-59
    • Chandrasekaran, V.S.1
  • 6
    • 0020971594 scopus 로고
    • Shallow land burial of low-level radioactive waste
    • Daniel D.E. Shallow land burial of low-level radioactive waste. Journal of Geotechnical Engineering, ASCE 109 1 (1983) 40-55
    • (1983) Journal of Geotechnical Engineering, ASCE , vol.109 , Issue.1 , pp. 40-55
    • Daniel, D.E.1
  • 7
    • 56549117498 scopus 로고    scopus 로고
    • Dwyer, S.F., 1998. Large - scale field study of landfill covers at Sandia national laboratories, SAND98-2021, Sandia National Laboratory, Albuquerque, New Mexico 87185, United States Department of Energy, 1-24.
    • Dwyer, S.F., 1998. Large - scale field study of landfill covers at Sandia national laboratories, SAND98-2021, Sandia National Laboratory, Albuquerque, New Mexico 87185, United States Department of Energy, 1-24.
  • 9
    • 56549112642 scopus 로고    scopus 로고
    • Deformation behaviour of clay cap liners of landfills from centrifuge and full-scale tests - influence of reinforcement inclusion
    • Otani J., Miyata Y., and Mukunoki T. (Eds), Taylor and Francis group, London
    • Gourc J.P., Camp S., Viswanadham B.V.S., and Rajesh S. Deformation behaviour of clay cap liners of landfills from centrifuge and full-scale tests - influence of reinforcement inclusion. In: Otani J., Miyata Y., and Mukunoki T. (Eds). Proceedings, IS Kyushu 07'- New Horizons in Earth Reinforcement (2007), Taylor and Francis group, London 639-644
    • (2007) Proceedings, IS Kyushu 07'- New Horizons in Earth Reinforcement , pp. 639-644
    • Gourc, J.P.1    Camp, S.2    Viswanadham, B.V.S.3    Rajesh, S.4
  • 10
    • 56549125209 scopus 로고    scopus 로고
    • GRAM++, 2004. Technical document, CSRE, Indian Institute of Technology Bombay. http://www.csre.iitb.ac.in/gram++.
    • GRAM++, 2004. Technical document, CSRE, Indian Institute of Technology Bombay. http://www.csre.iitb.ac.in/gram++.
  • 12
    • 0346515136 scopus 로고
    • Versuchsgerät zur ermittilung der biegezugfestigkeit von bindigen böden
    • In German language)
    • Henne J. Versuchsgerät zur ermittilung der biegezugfestigkeit von bindigen böden. Geotechnik 2 12 (1989) 96-99 In German language)
    • (1989) Geotechnik , vol.2 , Issue.12 , pp. 96-99
    • Henne, J.1
  • 15
    • 0025920577 scopus 로고
    • Subsidence effect on clay barriers
    • Jessberger H.L., and Stone K.J.L. Subsidence effect on clay barriers. Geotechnique 41 2 (1991) 185-194
    • (1991) Geotechnique , vol.41 , Issue.2 , pp. 185-194
    • Jessberger, H.L.1    Stone, K.J.L.2
  • 16
    • 56549129123 scopus 로고    scopus 로고
    • Jha, B.K., 2006. Centrifuge model studies on randomly reinforced soil liners subjected to differential settlements, Masters of Technology dissertation, Indian Institute of Technology Bombay, India.
    • Jha, B.K., 2006. Centrifuge model studies on randomly reinforced soil liners subjected to differential settlements, Masters of Technology dissertation, Indian Institute of Technology Bombay, India.
  • 17
    • 0024626939 scopus 로고
    • Numerical modelling of the trap door problem
    • Koutsabeloulis N.C., and Grifliths D.V. Numerical modelling of the trap door problem. Geotechnique 39 1 (1989) 77-89
    • (1989) Geotechnique , vol.39 , Issue.1 , pp. 77-89
    • Koutsabeloulis, N.C.1    Grifliths, D.V.2
  • 20
    • 0022268149 scopus 로고
    • Role of clays in the disposal of nuclear waste: a review
    • Lee S.Y., and Tank R.W. Role of clays in the disposal of nuclear waste: a review. Applied Clay Science 1 1-2 (1985) 145-162
    • (1985) Applied Clay Science , vol.1 , Issue.1-2 , pp. 145-162
    • Lee, S.Y.1    Tank, R.W.2
  • 21
    • 56549121972 scopus 로고    scopus 로고
    • LWA - Landesamt für Wasser und Abfall Instructions, 1993. Mineralische deponiabdichtungen, North-Rhine Westfalia Abfallwirtshaft (NRW), Richtlinie Nr. 18, Düssseldorf: Schriftenreihe des Landesumweltesamtes NRW. 59 (in German).
    • LWA - Landesamt für Wasser und Abfall Instructions, 1993. Mineralische deponiabdichtungen, North-Rhine Westfalia Abfallwirtshaft (NRW), Richtlinie Nr. 18, Düssseldorf: Schriftenreihe des Landesumweltesamtes NRW. 59 (in German).
  • 22
    • 0026741827 scopus 로고
    • High performance cement-based grouts for use in a nuclear waste disposal facility
    • Onofrei M., Gray M.N., Coons W.E., and Alcorn S.R. High performance cement-based grouts for use in a nuclear waste disposal facility. Waste Management 12 2-3 (1992) 133-154
    • (1992) Waste Management , vol.12 , Issue.2-3 , pp. 133-154
    • Onofrei, M.1    Gray, M.N.2    Coons, W.E.3    Alcorn, S.R.4
  • 23
    • 0023406881 scopus 로고
    • Analysis of undrained soil deformation due to ground loss
    • Sagaseta C. Analysis of undrained soil deformation due to ground loss. Geotechnique 37 3 (1987) 301-320
    • (1987) Geotechnique , vol.37 , Issue.3 , pp. 301-320
    • Sagaseta, C.1
  • 25
    • 0019229042 scopus 로고
    • Cambridge geotechnical centrifuge operations
    • Schofield A.N. Cambridge geotechnical centrifuge operations. Geotechnique 30 3 (1980) 227-268
    • (1980) Geotechnique , vol.30 , Issue.3 , pp. 227-268
    • Schofield, A.N.1
  • 26
    • 56549087421 scopus 로고    scopus 로고
    • Sengupta, S.S., 2005. Modeling deformation behaviour of compacted soil liners in a geotechnical centrifuge, Masters of Technology dissertation, Indian Institute of Technology Bombay, India.
    • Sengupta, S.S., 2005. Modeling deformation behaviour of compacted soil liners in a geotechnical centrifuge, Masters of Technology dissertation, Indian Institute of Technology Bombay, India.
  • 27
    • 0022094487 scopus 로고
    • Grouting as a remedial technique for buried low-level radioactive wastes
    • Spalding B.P., Hyder L.K., and Munro I.L. Grouting as a remedial technique for buried low-level radioactive wastes. Journal of Environmental Quality 14 3 (1985) 389-396
    • (1985) Journal of Environmental Quality , vol.14 , Issue.3 , pp. 389-396
    • Spalding, B.P.1    Hyder, L.K.2    Munro, I.L.3
  • 29
    • 0042890413 scopus 로고    scopus 로고
    • The factors controlling the engineering properties of bentonite-enhanced sand
    • Stewart D.I., Studds P.G., and Cousens T.W. The factors controlling the engineering properties of bentonite-enhanced sand. Applied Clay Science 23 1-4 (2003) 97-110
    • (2003) Applied Clay Science , vol.23 , Issue.1-4 , pp. 97-110
    • Stewart, D.I.1    Studds, P.G.2    Cousens, T.W.3
  • 30
    • 0012290438 scopus 로고    scopus 로고
    • An image analysis system for determining plane and 3-D displacements
    • Kimura T., Kusakabe O., and Takemura J. (Eds), A.A. Balkema, Rotterdam
    • Taylor R.N., Grant R.J., Robson S., and Kuwano J. An image analysis system for determining plane and 3-D displacements. In: Kimura T., Kusakabe O., and Takemura J. (Eds). Proceedings of Centrifuge 98 (1998), A.A. Balkema, Rotterdam 73-78
    • (1998) Proceedings of Centrifuge 98 , pp. 73-78
    • Taylor, R.N.1    Grant, R.J.2    Robson, S.3    Kuwano, J.4
  • 35
    • 0036027015 scopus 로고    scopus 로고
    • Modelling deformation behaviour of clay liners in a small centrifuge
    • Viswanadham B.V.S., and Mahesh K.V. Modelling deformation behaviour of clay liners in a small centrifuge. Canadian Geotechnical Journal 39 6 (2002) 1406-1418
    • (2002) Canadian Geotechnical Journal , vol.39 , Issue.6 , pp. 1406-1418
    • Viswanadham, B.V.S.1    Mahesh, K.V.2
  • 36
    • 56549130630 scopus 로고    scopus 로고
    • Influence of geogrid layer on the integrity of compacted clay liners of landfills
    • Viswanadham B.V.S., and Muthukumaran A.E. Influence of geogrid layer on the integrity of compacted clay liners of landfills. Soils and Foundations 47 3 (2007) 519-534
    • (2007) Soils and Foundations , vol.47 , Issue.3 , pp. 519-534
    • Viswanadham, B.V.S.1    Muthukumaran, A.E.2
  • 37
    • 84857725669 scopus 로고    scopus 로고
    • Non-uniform settlement behaviour of sand-bentonite liners in a geotechnical centrifuge
    • Ng C.W.W., Zhang L.M., and Wang Y.H. (Eds), Taylor & Francis Group, London
    • Viswanadham B.V.S., and Tripathi K.K. Non-uniform settlement behaviour of sand-bentonite liners in a geotechnical centrifuge. In: Ng C.W.W., Zhang L.M., and Wang Y.H. (Eds). Proceedings of 6th International Conference on Physical Modelling of Geotechnics vol. 2 (2006), Taylor & Francis Group, London 1237-1242
    • (2006) Proceedings of 6th International Conference on Physical Modelling of Geotechnics , vol.2 , pp. 1237-1242
    • Viswanadham, B.V.S.1    Tripathi, K.K.2
  • 38
    • 0242488954 scopus 로고    scopus 로고
    • Soil deformation measurement using particle image velocimetry (PIV) and photogrammery
    • White D.J., Take W.A., and Bolton M.D. Soil deformation measurement using particle image velocimetry (PIV) and photogrammery. Geotechnique 53 7 (2003) 619-631
    • (2003) Geotechnique , vol.53 , Issue.7 , pp. 619-631
    • White, D.J.1    Take, W.A.2    Bolton, M.D.3
  • 39
    • 33747768202 scopus 로고    scopus 로고
    • Image analysis measurement of soil particle movement during a soil-structure interface test
    • Zhang G., Liang D., and Zhang J.M. Image analysis measurement of soil particle movement during a soil-structure interface test. Computers and Geotechnics 33 4-5 (2006) 248-259
    • (2006) Computers and Geotechnics , vol.33 , Issue.4-5 , pp. 248-259
    • Zhang, G.1    Liang, D.2    Zhang, J.M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.