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Volumn 38, Issue 4, 2001, Pages 678-694

Geocomposite capillary barriers to reduce frost heave in soils

Author keywords

Capillary barrier; Frost heave; Geocomposite; Geosynthetic; Geotextile; Soil freezing

Indexed keywords

FREEZING; FROST EFFECTS; GEOSYNTHETIC MATERIALS; GEOTEXTILES;

EID: 0034740328     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/cgj-38-4-678     Document Type: Article
Times cited : (43)

References (36)
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  • 11
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    • A case study of potential causes of frost heave
    • U.S. Army Corps of Engineers, Cold Regions Research and Engineering Laboratory, Hanover, N.H
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  • 18
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    • (1989) Frost in Geotechnical Engineering , vol.1 , pp. 127-163
    • Nordal, R.S.1    Refsdal, G.2
  • 30
    • 0029539253 scopus 로고
    • The performance of two capillary barriers during constant infiltration
    • Edited by R.J. Dunn and U.P. Singh. American Society of Civil Engineers, Geotechnical Special Publication 53
    • (1995) Landfill Closures , pp. 77-92
    • Stormont, J.C.1
  • 34
    • 0001601544 scopus 로고
    • Frost heaving
    • In Historical Perspectives in frost heave research CRREL Special Report 91-23, U.S. Army Cold Regions Research and Engineering Laboratory, Hanover, N.H., pp. 29-35
    • (1929) Journal of Geology , vol.38 , pp. 303-317
    • Taber, S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.