Convergence of circular tunnels in elastoplastic rock masses with non-linear failure criteria and non-associated flow laws

Soil mechanics and plastic analysis or limit design

D. C. Drucker, William Prager · Quarterly of Applied Mathematics · 1952 · 4K citations · Full text

Engineering, Civil Engineering, Geological Engineering +16

Conditions for the localization of deformation in pressure-sensitive dilatant materials

John W. Rudnicki, J. R. Rice · Journal of the Mechanics and Physics of Solids · 1975 · 2.5K citations

Natural Sciences, Materials Engineering, Materials Science +12

HOEK-BROWN FAILURE CRITERION - 2002 EDITION

E. Hoek, C. Carranza‐Torres, Brent Corkum · 2002 · 1.4K citations

Engineering, Civil Engineering, Geological Engineering +17

Underground excavations in rock

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts · 1981 · 736 citations

Engineering, Geological Engineering, Mining Engineering +12

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

C. Carranza‐Torres, C. Fairhurst · Tunnelling and Underground Space Technology · 2000 · 579 citations

Engineering, Civil Engineering, Geological Engineering +13