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Tunnelling and Underground Space Technology

Volumn 15, Issue 2, 2000, Pages 187-213

Application of the Convergence-Confinement Method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion

(2) Carranza Torres, C a,b Fairhurst, C a,b

a ITASCA CONSULTING GROUP (United States)

b NONE

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; EXCAVATION; FAILURE ANALYSIS; MECHANICAL PROPERTIES; STRUCTURAL ANALYSIS;

CONVERGENCE CONFINEMENT METHOD; HOEK-BROWN FAILURE CRITERION;

GROUND SUPPORTS;

CONVERGENCE; EXCAVATION; HOEK-BROWN CRITERION; ROCK MASS RESPONSE; STABILITY ANALYSIS; TUNNEL DESIGN;

EID: 0034173934 PISSN: 08867798 EISSN: None Source Type: Journal
DOI: 10.1016/S0886-7798(00)00046-8 Document Type: Article

Times cited : (617)

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