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Volumn 6, Issue 11, 2013, Pages 4427-4434

Distinct element simulation of ultimate bearing capacity in jointed rock foundations

Author keywords

Bearing capacity; Distinct element method (DEM); Failure mechanism; Rock foundations; Strip footing

Indexed keywords

BEARING CAPACITY; DEFORMATION; FAILURE ANALYSIS; FOUNDATION; JOINT; LOADING; ROCK MASS RESPONSE; ROCK PROPERTY; SIMULATION;

EID: 84885928744     PISSN: 18667511     EISSN: 18667538     Source Type: Journal    
DOI: 10.1007/s12517-012-0667-6     Document Type: Article
Times cited : (13)

References (11)
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    • Ultimate bearing capacity of an anisotropic discontinuous rock mass Part I: basic modes of failure
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    • Ultimate bearing capacity of rock masses based on the modified Hoek-Brown criterion
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.