Updated liquefaction potential analysis eliminates foundation retrofitting of two critical structures

Soil Dynamics and Earthquake Engineering

Volumn 20, Issue 1-4, 2000, Pages 17-25

  Arango, I ^a   Lewis, M R ^a   Kramer, C ^a  

^a BECHTEL CORPORATION   (United States)

Author keywords

Aging; Liquefaction; Retrofitting; Sands

Indexed keywords

CONFERENCE PROCEEDING; EARTHQUAKE ENGINEERING; FOUNDATION; LIQUEFACTION; NUCLEAR POWER PLANT;

FOUNDATIONS; LIQUEFACTION; SAND; SOIL MECHANICS; STRUCTURAL ANALYSIS;

CRITICAL STRUCTURES; LIQUEFACTION POTENTIAL ANALYSIS;

GEOTECHNICAL ENGINEERING;

EID: 0034351267     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(00)00034-8     Document Type: Article

References (20)

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7. Aging Effects on the liquefaction resistance of sand deposits: A review and update
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10. Reinterpretation of the intensity data for the Charleston, South Carolina. Earthquake
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13. Ground acceleration near St. Michael's Church during the 1886 Charleston
14. Parameters for specifying intensity-related earthquake motions
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16. Ground motion amplification studies for sites in the Charleston area