Study on wall-type gravel drains as liquefaction countermeasure for underground structures

Soil Dynamics and Earthquake Engineering

Volumn 23, Issue 1, 2003, Pages 19-39

  Orense, R P ^a   Morimoto, I ^b   Yamamoto, Y ^b   Yumiyama, T ^c   Yamamoto, H ^d   Sugawara, K ^d  

^a UNIVERSITY OF TOKYO   (Japan)

^b KISO JIBAN CONSULTANTS CO LTD   (Japan)

^c Research Institute for Urban and Environmental Development   (Japan)

^d Urban Development Corporation   (Japan)

Author keywords

Earthquake; Finite element method; Gravel drain; Liquefaction; Model test; Pore water pressure; Soil improvement; Underground structure

Indexed keywords

EARTHQUAKES; FINITE ELEMENT METHOD; LIQUEFACTION; STRUCTURES (BUILT OBJECTS);

GRAVEL DRAINS;

DRAINAGE;

DRAIN; EARTHQUAKE DAMAGE; FINITE ELEMENT METHOD; LIQUEFACTION; POREWATER; STRUCTURAL RESPONSE; UNDERGROUND CONSTRUCTION;

EID: 0037275730     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(02)00152-5     Document Type: Article

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