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Volumn 40, Issue 6, 2003, Pages 817-824

Elastic-brittle-plastic analysis of circular openings in Hoek-Brown media

Author keywords

Brittle plastic rock; Circular opening; Closed form solution; Finite element method; Hoek Brown strength criterion; Nonlinear behaviour; Underground excavation

Indexed keywords

BRITTLENESS; COMPUTER SIMULATION; ELASTICITY; FINITE ELEMENT METHOD; PLASTICITY; STRESS ANALYSIS;

EID: 0141457348     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(03)00040-6     Document Type: Article
Times cited : (233)

References (11)
  • 4
    • 0030406984 scopus 로고    scopus 로고
    • Ground response of circular tunnel in poorly consolidated rock
    • Wang Y. Ground response of circular tunnel in poorly consolidated rock ASCE J Geotech Eng 122 1996 703-708
    • (1996) ASCE J Geotech Eng , vol.122 , pp. 703-708
    • Wang, Y.1
  • 5
    • 0033197677 scopus 로고    scopus 로고
    • The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterion
    • Carranza-Torres C. Fairhurst C. The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterion Int J Rock Mech Min Sci 36 1999 777-809
    • (1999) Int J Rock Mech Min Sci , vol.36 , pp. 777-809
    • Carranza-Torres, C.1    Fairhurst, C.2
  • 7
    • 0024856596 scopus 로고
    • Finite element analysis of underground openings
    • Sharan S.K. Finite element analysis of underground openings Int J Numer Anal Methods Geomech 13 1989 565-570
    • (1989) Int J Numer Anal Methods Geomech , vol.13 , pp. 565-570
    • Sharan, S.K.1
  • 8
    • 0027874044 scopus 로고
    • Elasto-plastic finite element analysis of underground openings using elastic supports
    • Sharan S.K. Elasto-plastic finite element analysis of underground openings using elastic supports Int J Rock Mech Min Sci Geomech Abstr 30 1993 1291-1294
    • (1993) Int J Rock Mech Min Sci Geomech Abstr , vol.30 , pp. 1291-1294
    • Sharan, S.K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.