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Volumn , Issue , 2006, Pages

Modified PTS test and clump modeling on mixed mode crack growth in granite

Author keywords

[No Author keywords available]

Indexed keywords

CIRCULAR PARTICLE; COLUMBIA; CONFINING STRESS; FINITE ELEMENT MODELING; MIXED-MODE CRACK GROWTH; MODE-II FRACTURE TOUGHNESS; PUNCH-THROUGH; SHEAR CRACK; SHEAR CRACKING; SHEAR TESTS; STRENGTH ENVELOPE;

EID: 69149092922     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (2)

References (11)
  • 1
    • 0032182771 scopus 로고    scopus 로고
    • Fracture coalescence in rock-type materials under uniaxial and biaxial compression
    • Bobet, A. and H. Einstein. 1998. Fracture coalescence in rock-type materials under uniaxial and biaxial compression. Int. J. Rock Mech. Min. Sci. 35: 7, 863-888.
    • (1998) Int. J. Rock Mech. Min. Sci , vol.35 , Issue.7 , pp. 863-888
    • Bobet, A.1    Einstein., H.2
  • 2
    • 84863175868 scopus 로고    scopus 로고
    • Size effect of the mode II fracture toughness of rock
    • Amadei, Kranz, Scott and Smeallie (eds), Balkema, Rotterdam
    • Rao, Q., C. Li, B. Stillborg, and Z. Sun. 1999. Size effect of the mode II fracture toughness of rock, Rock Mechanics and Industry, Amadei, Kranz, Scott and Smeallie (eds), Balkema, Rotterdam.
    • (1999) Rock Mechanics and Industry
    • Rao, Q.1    Li, C.2    Stillborg, B.3    Sun., Z.4
  • 3
    • 69149111467 scopus 로고    scopus 로고
    • Modeling rate and time dependent shear failure of rock and time-to-failure using mode II subcritical crack growth
    • in review
    • Kemeny, J. and T. Takahashi. Modeling rate and time dependent shear failure of rock and time-to-failure using mode II subcritical crack growth, Geophysical Journal International (in review).
    • Geophysical Journal International
    • Kemeny, J.1    Takahashi., T.2
  • 4
    • 69149101540 scopus 로고    scopus 로고
    • Shear fracture mechanics of rocks and a new testing method for KIIc
    • Espoo, eds. Sarkka. P. and Eloranta. P
    • Stephansson, O., T. Backers, and E. Rybacki. 2001. Shear fracture mechanics of rocks and a new testing method for KIIc. In Proceedings of ISRM Reional Symposium EUROCK 2001, Espoo, eds. Sarkka. P. and Eloranta. P., 675-682.
    • (2001) Proceedings of ISRM Reional Symposium EUROCK , vol.2001 , pp. 675-682
    • Stephansson, O.1    Backers, T.2    Rybacki., E.3
  • 6
    • 69149107449 scopus 로고    scopus 로고
    • Phase 2. 2D finite element program for calculating stresses and estimated support around underground excavations
    • Rockscience Inc.
    • Rockscience Inc. 1998. Phase2. 2D finite element program for calculating stresses and estimated support around underground excavations. User's Manual.
    • (1998) User's Manual
  • 8
    • 0003855468 scopus 로고    scopus 로고
    • The PFC model for rock: Predicting rockmass damage at the underground research laboratory
    • Report no. 06819-REP-01200-10061-R00
    • Potyondy, D.A. and P.A. Cundall. 2001. The PFC model for rock: predicting rockmass damage at the underground research laboratory. Itasca Consulting Group, Report no. 06819-REP-01200-10061-R00.
    • (2001) Itasca Consulting Group
    • Potyondy, D.A.1    Cundall., P.A.2
  • 9
    • 2642512343 scopus 로고    scopus 로고
    • Application of slightly overlapped circular particles assembly in numerical simulation of rocks with high frictional angles
    • Fakhimi, A. 2004. Application of slightly overlapped circular particles assembly in numerical simulation of rocks with high frictional angles, Engineering Geology, 74, 129-138.
    • (2004) Engineering Geology , vol.74 , pp. 129-138
    • Fakhimi, A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.