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Volumn 25, Issue 2, 2001, Pages 131-153

Strength of two structured soils in triaxial compression

Author keywords

Cementation; Clay shale; Computer tomography scanning; Interlocked structure; Oil sand; Shear band

Indexed keywords

CLAY; COMPRESSION; OIL SAND; SHALE; TRIAXIAL TEST;

EID: 0035093303     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.122     Document Type: Article
Times cited : (15)

References (30)
  • 1
    • 0005714520 scopus 로고
    • Energy Resources Conservation Board (ERCB) of Alberta, Canada. Crude Bitumen Reserves Atlas
    • (1991) Report ERCB ST91-38 , pp. 76
  • 18
    • 0005773547 scopus 로고    scopus 로고
    • Effect of micro-structural deformation on the macro-structural behaviour of Athabasca oil sand
    • Department of Civil Engineering, The University of Calgary, Calgary, Alberta, Canada
    • (1997) Research Report No. CE97-2
    • Wong, R.C.K.1
  • 29
    • 0022037951 scopus 로고
    • Residual strength of clays in landslides, folded strata and the laboratory
    • (1985) Geotechnique , vol.35 , Issue.1 , pp. 3-18
    • Skempton, A.W.1
  • 30
    • 0005714669 scopus 로고    scopus 로고
    • Analysis of residual strength of oil sand
    • Department of Civil Engineering, The University of Calgary, Calgary, Alberta, Canada
    • (1997) Report 97-3
    • Tetz, C.W.1    Wong, R.C.K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.