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Volumn 51, Issue 8, 2001, Pages 665-675

A laboratory study of post-rupture strength

Author keywords

Clays; Fabric structure of soils; Laboratory tests; Shear strength; Slip surfaces

Indexed keywords

CLAY; COMPACTION; SENSITIVITY ANALYSIS; STIFFNESS; STRESSES;

EID: 0035494606     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2001.51.8.665     Document Type: Article
Times cited : (20)

References (25)
  • 5
    • 0025645141 scopus 로고
    • On the compressibility and shear strength of natural clays
    • (1990) Géotechnique , vol.40 , Issue.3 , pp. 329-378
    • Burland, J.B.1
  • 9
  • 13
    • 0020462903 scopus 로고
    • A simple piezometer probe for the routine measurement of pore pressure in triaxial tests on saturated soils
    • (1982) Géotechnique , vol.32 , Issue.4 , pp. 396-401
    • Hight, D.W.1
  • 19
    • 0022037951 scopus 로고
    • Residual strength of clays in landslides, folded strata and the laboratory
    • (1985) Géotechnique , vol.35 , Issue.1 , pp. 3-18
    • Skempton, A.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.