Pile end-bearing capacity of sand related to soil compressibility

Soils and Foundations

Volumn 41, Issue 4, 2001, Pages 59-71

  Yasufuku, Noriyuki ^a   Ochiai, Hidetoshi ^a   Ohno, Shiro ^a  

^a KYUSHU UNIVERSITY   (Japan)

Author keywords

Failure mode; Pile end bearing capacity; Pile tip settlement; Soil compressibility; Spherical cavity expansion (IGC: E4 D5 D6)

Indexed keywords

EID: 2042445837     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.41.4_59     Document Type: Article

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