New strength criterion for rock with shear failure mode

Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering

Volumn 20, Issue 6, 2001, Pages 753-762

  Zhou, G ^a   Tham, L G ^a   Lee, P K K ^a   Tsui, Y ^a  

^a Greg Wong and Associates Ltd   (Hong Kong)

Author keywords

Constitutive modeling; Localized deformation and failure; Shear failure mode; Size effect; Strength criterion

Indexed keywords

FAILURE ANALYSIS; SHEAR DEFORMATION; SHEAR STRENGTH; SIZE DETERMINATION;

CONSTITUTIVE MODELING;

ROCK MECHANICS;

EID: 0035507274     PISSN: 10006915     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

1. Experimental study of the fracturing process in brittle rock
2. Some observations concerning the microscopic and mechanical behavior of quarzite specimens in stiff, triaxial compression tests
3. Shear band formation in Gosford sandstone
4. Strain localization for rocks with shear failure
5. Statistical aspects of the continuous damage theory
6. A phenomenological constitutive model for rocks with shear failure mode
7. A study of the behavior of brittle rocks under plane strain and triaxial loading conditions
8. Improved compression test technique for soft rock
9. The use of irregular specimens for rock strength test