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Volumn 2, Issue , 2005, Pages 329-332

Influence of compaction condition on the microstructure of a non-plastic glacial till

Author keywords

[No Author keywords available]

Indexed keywords

CLAYEY SOILS; COARSE AGGREGATES; COHESIVE MATERIALS; GLACIAL TILL; HYDRAULIC BEHAVIOR; LARGE PORES; MERCURY INTRUSION POROSIMETRY TESTS; OPTIMUM WATER CONTENT; POROUS SYSTEM; WATER RETENTION CURVE;

EID: 84868521040     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (2)

References (17)
  • 2
    • 0027871759 scopus 로고
    • Quelques proprietes d'une argile sur la ligne optimale de compactage
    • Cabot, L. and Le Bihan, J-P (1993), "Quelques Proprietes d'une Argile Sur la Ligne Optimale de Compactage", Canadian Geotech. J., 30, pp. 1033-1040.
    • (1993) Canadian Geotech. J. , vol.30 , pp. 1033-1040
    • Cabot, L.1    Le Bihan, J.-P.2
  • 3
    • 0024857415 scopus 로고
    • Laboratory permeability tests on sand: Influence of the compaction method on anisotropy
    • Chapuis R.P., Gill D.E. and Baass K. (1989) "Laboratory Permeability Tests On Sand: Influence of The Compaction Method On Anisotropy", Can. Geotech. J., Vol. 26, pp. 614-622.
    • (1989) Can. Geotech. J. , vol.26 , pp. 614-622
    • Chapuis, R.P.1    Gill, D.E.2    Baass, K.3
  • 4
    • 0025660864 scopus 로고
    • Water content-density criteria for compacted soil liners
    • Daniel, D.E. and Benson, C.H. (1990) "Water Content-Density Criteria For Compacted Soil Liners", J. of Geotech. Eng., ASCE, 116 (GT12), pp. 1811-1830.
    • (1990) J. of Geotech. Eng., ASCE , vol.116 , Issue.GT12 , pp. 1811-1830
    • Daniel, D.E.1    Benson, C.H.2
  • 9
    • 3242667579 scopus 로고
    • Frost heaving rate predicted from pore-size distribution: Discussion
    • Kenny T.C. (1980) "Frost Heaving Rate Predicted From Pore-Size Distribution: Discussion", Canadian Geotech. J., 17, pp. 332
    • (1980) Canadian Geotech. J. , vol.17 , pp. 332
    • Kenny, T.C.1
  • 10
    • 0003144449 scopus 로고
    • The structure of compacted clay
    • 1654-1634
    • Lamb T.W. (1958-a) "The Structure of Compacted Clay", J. of the Soil Mechanics & Foundations Div., ASCE, Vol. 84, No. SM2, pp. 1654-1 to 1654-34.
    • (1958) J. of the Soil Mechanics & Foundations Div., ASCE , vol.84 , Issue.SM2 , pp. 1654-1651
    • Lamb, T.W.1
  • 11
    • 0003144449 scopus 로고
    • The engineering behavior of compacted clay
    • 1655-35
    • Lamb T.W. (1958-b) "The Engineering behavior of Compacted Clay", J. of the Soil Mechanics & Foundations Div., ASCE, Vol. 84, No. SM2, pp. 1655-1 to 1655-35.
    • (1958) J. of the Soil Mechanics & Foundations Div., ASCE , vol.84 , Issue.SM2 , pp. 1655-1651
    • Lamb, T.W.1
  • 12
    • 84868567237 scopus 로고
    • Stability of soil pores during mercury intrusion in sensitive clays
    • Lawrence G.P. (1978) "Stability of Soil Pores During Mercury Intrusion In sensitive Clays", Canadian Geotech. J., 16, pp. 226-233.
    • (1978) Canadian Geotech. J. , vol.16 , pp. 226-233
    • Lawrence, G.P.1
  • 13
    • 0036714982 scopus 로고    scopus 로고
    • Impact of soil type and compaction conditions on soil water characteristic
    • Miller C.J., Yesiller N., Yaldo K. and Merayyan S. (2002) "Impact of Soil Type and Compaction Conditions on Soil Water Characteristic", J. of Geotech. & Geoenvir. Eng., Vol. 128, No. 9, pp. 733-742.
    • (2002) J. of Geotech. & Geoenvir. Eng. , vol.128 , Issue.9 , pp. 733-742
    • Miller, C.J.1    Yesiller, N.2    Yaldo, K.3    Merayyan, S.4
  • 17
    • 0033024736 scopus 로고    scopus 로고
    • The influence of soil structure and stress history on the soil-water characteristics of A compacted till
    • Vanapalli S.K., Fredlund D.G. and Pufhal D.E. (1999) "The influence of Soil Structure and Stress History On the Soil-Water Characteristics of A Compacted Till", Géotechnique, 49, No. 2, pp. 143-159.
    • (1999) Géotechnique , vol.49 , Issue.2 , pp. 143-159
    • Vanapalli, S.K.1    Fredlund, D.G.2    Pufhal, D.E.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.