Liquefaction performance of soils at the site of a partially completed ground improvement project during the 1999 Chi-Chi earthquake in Taiwan

Canadian Geotechnical Journal

Volumn 38, Issue 6, 2001, Pages 1241-1253

  Lee, Der Her ^a   Juang, C Hsein ^a   Ku, Chi Sheng ^a  

^a AMRL   (United States)

Author keywords

Earthquake; Ground improvement; In situ tests; Liquefaction

Indexed keywords

EID: 85047686483     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t01-067     Document Type: Article

References (15)

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3. CPT-based liquefaction analysis. Part 1: Determination of limit state function. Part 2: Reliability for design
4. Risk-based liquefaction potential evaluation using standard penetration tests
5. Regression model for evaluating liquefaction probability
6. Cyclic liquefaction based on the cone penetrometer test
7. Liquefaction potential of sands using the CPT
8. Evaluating cyclic liquefaction potential using the cone penetration test
9. Influence of SPT procedures in soil liquefaction resistance evaluations
10. CPT- and SPT-based probabilistic assessment of liquefaction
11. Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils
12. Liquefaction criteria based statistical and probabilistic analyses