Behaviour of light structures founded on soil 'crust' over liquefied ground

Geotechnical Special Publication

Volumn , Issue 75 I, 1998, Pages 422-433

  Naesgaard, E ^a   Byrne, P M ^b   Ven Huizen, G ^a  

^a Macleod Geotechnical Ltd   (Canada)

^b UNIVERSITY OF BRITISH COLUMBIA   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; DYNAMIC RESPONSE; LIGHT WEIGHT STRUCTURES; MATHEMATICAL MODELS; SAFETY FACTOR; SAND; SETTLEMENT OF STRUCTURES; SOIL LIQUEFACTION; SOIL STRUCTURE INTERACTIONS; STRAIN; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

STRESS DEFORMATION ANALYSIS;

EARTHQUAKE RESISTANCE;

EID: 0031642310     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (12)

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11. Seed, H.B., Tokimatsu, K., Harder, L. and Chung, R. (1984). "The Influence of SPT Procedures in soil Liquefaction Resistance Evaluations," Report No. UCB/EERC-84/15, College of Engineering, University of California, Berkeley, California.
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