Centrifugal modeling of seismic behavior of large-diameter pipe in liquefiable soil

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 129, Issue 12, 2003, Pages 1092-1101

  Ling, Hoe I ^a   Mohri, Yoshiyuki ^b   Kawabata, Toshinori ^c   Liu, Huabei ^a   Burke, Christopher ^a   Sun, Lixun ^a  

^a Och Spine at New York Presbyterian Hospitals   (United States)

^b FOOD RESEARCH INSTITUTE   (Japan)

^c KOBE UNIVERSITY   (Japan)

Author keywords

Buried pipes; Centrifugal models; Geosynthetics; Liquefaction; Nevada; Remedial action

Indexed keywords

CENTRIFUGATION; COMPUTER SIMULATION; FLOTATION; GEOSYNTHETIC MATERIALS; LIQUEFACTION; PIPE; PORE PRESSURE; SEISMIC PROSPECTING; SOILS; STIFFNESS;

TIME SCALING;

GEOTECHNICAL ENGINEERING;

BUOYANCY; GEOSYNTHETICS; GRAVEL; LIQUEFACTION; PIPELINE; SAND; SEISMIC RESPONSE; STABILITY ANALYSIS;

EID: 0346749365     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2003)129:12(1092)     Document Type: Article

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