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Volumn 39, Issue 6, 2002, Pages 743-754

A probabilistic model for the assessment of uncertainties in the shear strength of rock dicontinuities

Author keywords

Discontinuity roughness; Peak shear strength; Rock discontinuity; Size effect; Uncertainty analysis

Indexed keywords

ANISOTROPY; ERROR ANALYSIS; ROCKS; SHEAR STRENGTH;

EID: 0036746323     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(02)00050-3     Document Type: Article
Times cited : (41)

References (61)
  • 6
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    • Suggested methods for the quantitative description of discontinuities in rock masses
    • International Society for Rock Mechanics (ISRM)
    • (1978) Int J Rock Mech Min Sci Geomech Abstr , vol.15 , pp. 319-368
  • 18
    • 0015764907 scopus 로고
    • Review of a new shear strength criterion for rock joints
    • (1973) Eng Geol , vol.7 , pp. 287-332
    • Barton, N.1
  • 29
    • 2142667950 scopus 로고
    • Determination of stiffness and other properties from roughness measurements
    • (1985) Rock Mech , vol.16 , pp. 16-38
    • Swan, G.1
  • 54
    • 0014827674 scopus 로고
    • Shear strength anisotropy in a bedded pyritic shale and siliceous dolomite
    • (1970) Rock Mech , vol.2 , pp. 93-100
    • Herget, G.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.