Allowable bearing capacity of rock foundations using a non-linear failure criterium

International Journal of Rock Mechanics and Mining Sciences and Geomechanics

Volumn 33, Issue 4, 1996, Pages 327-345

  Serrano, A ^a   Olalla, C ^b  

^a UNIVERSIDAD POLITÉCNICA DE MADRID   (Spain)

^b Centro de Estudios y Experimentacion de Obras Publicas   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; BOUNDARY CONDITIONS; FOUNDATIONS; FRACTURE; PROBABILITY; SAFETY FACTOR; SHEAR STRENGTH; SLOPE STABILITY;

HOEK AND BROWN SHEAR STRENGTH EMPIRICAL CRITERIUM; ROCK FOUNDATIONS;

ROCK MECHANICS;

BEARING CAPACITY; FAILURE CRITERION; FOUNDATION; ROCK MASS RESPONSE; SHEAR STRENGTH;

EID: 0030158283     PISSN: 01489062     EISSN: None     Source Type: Journal    
DOI: 10.1016/0148-9062(95)00081-X     Document Type: Article

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