Seismic bearing capacity of shallow foundations near rock slopes using the generalized Hoek-Brown criterion

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 35, Issue 6, 2011, Pages 724-748

  Saada, Z ^a   Maghous, S ^b   Garnier, D ^c  

^a UNIVERSITY OF TUNIS EL MANAR   (Tunisia)

^b FEDERAL UNIVERSITY OF RIO GRANDE DO SUL   (Brazil)

^c UNIVERSITÉ PARIS EST   (France)

Author keywords

Failure mechanism; Limit analysis; Modified Hoek Brown criterion; Rock slope; Seismic bearing capacity

Indexed keywords

FAILURE MECHANISM; HOEK-BROWN CRITERION; LIMIT ANALYSIS; ROCK SLOPE; SEISMIC BEARING CAPACITY;

BEARINGS (STRUCTURAL); FAILURE ANALYSIS; QUALITY ASSURANCE; ROCKS; SEISMOLOGY;

BEARING CAPACITY;

BEARING CAPACITY; FAILURE MECHANISM; FOUNDATION; HOEK-BROWN CRITERION; LIMIT ANALYSIS; ROCK MECHANICS; SEISMICITY; SLOPE;

EID: 79953752955     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.929     Document Type: Article

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