Verification of critical cyclic strength curve by Taiwan Chi-Chi earthquake data

Soil Dynamics and Earthquake Engineering

Volumn 21, Issue 3, 2001, Pages 237-257

  Hwang, Jin Hung ^a   Yang, Chin Wen ^a  

^a NATIONAL CENTRAL UNIVERSITY   (Taiwan)

Author keywords

Chi Chi earthquake; Critical cyclic strength curve; Minimum of misclassified points method; Soil liquefaction

Indexed keywords

CURVE FITTING; POLYNOMIAL APPROXIMATION; REGRESSION ANALYSIS; SOIL LIQUEFACTION;

CRITICAL CYCLIC STRENGTH CURVES;

EARTHQUAKE EFFECTS;

EARTHQUAKE; LIQUEFACTION; SOIL DYNAMICS;

TAIWAN;

EID: 0035794944     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(01)00002-1     Document Type: Article

References (17)

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5. The Influence of SPT procedures in soil liquefaction resistance evaluation
6. Empirical correlation of soil liquefaction based on SPT N-value and fines content
7. SPT-based analysis of cyclic pore pressure generation and undrained residual strength
8. Standard penetration tests and soil liquefaction potential evaluation
9. Evolution of design guidelines on soil liquefaction assessment (in Chinese)
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13. The relation between soil liquefaction resistance and SPT-N value by minimum of misclassified points method (in Chinese)
14. Evaluation of liquefaction resistance of soils