Analysis of self-organized criticality of centrifugal model tests on granular mixtures and earthquake effect

Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering

Volumn 29, Issue 11, 2007, Pages 1630-1635

  Yang, Qing Hua ^a   Yao, Ling Kan ^a   Qi, Ying ^a   Gao, Zhao Ning ^a  

^a SOUTHWEST JIAOTONG UNIVERSITY   (China)

Author keywords

Centrifugal model test; Earthquake effect; Granular mixtures; Self organized criticality (SOC)

Indexed keywords

CIVIL ENGINEERING; EARTHQUAKE EFFECTS; LANDSLIDES; MODELS; PILES; SAND;

CENTRIFUGAL MODEL TEST; GRANULAR MIXTURES; LOOSE SLOPE; POWER FORMULA; SAND DUNE; SELF ORGANIZED CRITICALITY (SOC); SORTING COEFFICIENT;

SLOPE STABILITY;

EID: 37349124568     PISSN: 10004548     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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