Centrifuge model tests on failure envelope of column type deep mixing method improved ground

Soils and Foundations

Volumn 40, Issue 4, 2000, Pages 43-55

  Kitazume, Masaki ^a   Okano, Kimihiko ^a   Miyajima, Shogo ^b  

^a Port and Harbour Research Institute   (Japan)

^b Kansai International Airport Co   (Japan)

Author keywords

Bearing capacity; Centrifuge model test; Deep mixing soil stabilization; Failure; Failure criterion; Finite element method; Horizontal load; Slip line method; Soft ground; Vertical load (IGC: K6 E4)

Indexed keywords

EID: 0013123522     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.40.4_43     Document Type: Article

References (23)

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