Study of centrifuge model tests and numerical simulation on soil arching in space of piles

Yantu Lixue/Rock and Soil Mechanics

Volumn 29, Issue 3, 2008, Pages 817-822

  Yang, Ming ^a   Yao, Ling Kan ^a   Wang, Guang Jun ^b  

^a SOUTHWEST JIAOTONG UNIVERSITY   (China)

^b Department of Communications of Sichuan Province ^*  (China)

Author keywords

Anti slide pile; Centrifuge model test; Numerical simulation; Particle flow; Reasonable pile space; Soil arching effect

Indexed keywords

BEARING CAPACITY; FAILURE MODES; LANDSLIDES; PILES; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; SUPPORTS;

ANTI SLIDE PILE; CENTRIFUGE MODEL TEST; DISCONTINUOUS STRUCTURE; NUMERICAL SIMULATION; PARTICLE FLOW; REASONABLE PILE SPACE; SOIL ARCHING EFFECT;

SLOPE STABILITY;

EID: 41949115864     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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