Mining-induced stress change and consequences of stress path on excavation stability - A case study

International Journal of Rock Mechanics and Mining Sciences

Volumn 38, Issue 2, 2001, Pages 167-180

  Kaiser, P K ^a   Yazici, S ^a   Maloney, S ^a  

^a LAURENTIAN UNIVERSITY   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

EXCAVATION; MEASUREMENT METHOD; MINING; STRESS CHANGE; SUPPORT;

EID: 0035251427     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(00)00038-1     Document Type: Article

References (16)

1. Incorporation of rockmass relaxation and degradation into empirical stope design
2. Tensile strength and abutment relaxation as failure control mechanisms in underground excavations
3. Cable bolt performance during mining induced stress change - Three case examples
4. Effect of stress change on the bond strength of fully grouted cables
5. Engineering classification of rock masses for the design of tunnel support
6. Stress assumptions for underground excavations in Canadian Shield
7. The birth of a zinc mine
8. Seventeenth Canadian geotechnical colloquium: The effect of cohesion loss and stress path on brittle rock strength
9. Practical estimates of rock mass strength
10. The progressive fracture of Lac du Bonnet granite
11. Hock-Brown parameters for predicting the depth of brittle failure around tunnels