Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Liquefaction and Non-Liquefaction from 1999 Chi-Chi, Taiwan, Earthquake
The 1999 Chi Chi, Taiwan, earthquake provides case histories of ground failure and non-ground failure that are valuable to the ongoing development of liquefaction susceptibility and triggering models because the data occupy sparsely populated parameter spaces (i.e., high cyclic stress ratio and high fines content with low to moderate soil plasticity). In this paper, we synthesize results from several large site investigation programs conducted in Nantou and Wufeng, Taiwan, and compare the data to susceptibility and triggering models. With regard to liquefaction susceptibility, we find components of the well-known Chinese criteria associated with liquid limit (LL) and water content/LL to be reasonably well validated by the Taiwan data, but clay fraction criteria and CPT-based criteria to not be effective. Triggering models are generally validated for ground failure sites, but the data raise important questions regarding non-ground failure sites whose performance is not well predicted.
Liquefaction and Non-Liquefaction from 1999 Chi-Chi, Taiwan, Earthquake
The 1999 Chi Chi, Taiwan, earthquake provides case histories of ground failure and non-ground failure that are valuable to the ongoing development of liquefaction susceptibility and triggering models because the data occupy sparsely populated parameter spaces (i.e., high cyclic stress ratio and high fines content with low to moderate soil plasticity). In this paper, we synthesize results from several large site investigation programs conducted in Nantou and Wufeng, Taiwan, and compare the data to susceptibility and triggering models. With regard to liquefaction susceptibility, we find components of the well-known Chinese criteria associated with liquid limit (LL) and water content/LL to be reasonably well validated by the Taiwan data, but clay fraction criteria and CPT-based criteria to not be effective. Triggering models are generally validated for ground failure sites, but the data raise important questions regarding non-ground failure sites whose performance is not well predicted.
Liquefaction and Non-Liquefaction from 1999 Chi-Chi, Taiwan, Earthquake
Stewart, Jonathan P. (Autor:in) / Chu, Daniel B. (Autor:in) / Lee, Shannon (Autor:in) / Tsai, J. S. (Autor:in) / Lin, P. S. (Autor:in) / Chu, B. L. (Autor:in) / Moss, Robb E. S. (Autor:in) / Seed, Raymond B. (Autor:in) / Hsu, S. C. (Autor:in) / Yu, M. S. (Autor:in)
Sixth U.S. Conference and Workshop on Lifeline Earthquake Engineering (TCLEE) 2003 ; 2003 ; Long Beach, California, United States
24.07.2003
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Liquefaction and Non-Liquefaction from 1999 Chi-Chi, Taiwan, Earthquake
| British Library Conference Proceedings | 2003
| British Library Conference Proceedings | 2004
| British Library Online Contents | 2004
| British Library Online Contents | 2006