Assessing CPT-based methods for liquefaction evaluation with emphasis on the cases from the Chi-Chi, Taiwan, earthquake

被引:0
|
作者
Juang, CH [1 ]
Yuan, HM
Lee, DH
Ku, CS
机构
[1] Clemson Univ, Dept Civil Engn, Clemson, SC 29364 USA
[2] Natl Cheng Kung Univ, Dept Civil Engn, Tainan 70101, Taiwan
基金
美国国家科学基金会;
关键词
liquefaction; earthquake; probability; cone penetration test;
D O I
10.1016/S0267-7261(02)00013-1
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In the early morning (1:47 Taiwan time) of September 21, 1999, the largest earthquake of the century in Taiwan (M-w = 7.6, M-L = 7.3) struck this island country. The earthquake killed more than 2400 people and caused great destruction to buildings, bridges, dams, highways, and railways. One of the causes for heavy damages to the structures is soil liquefaction and ground settlement during the earthquake. In this paper, investigation of soil liquefaction and case histories of liquefaction are presented. Three CPT-based simplified methods, the Robertson method, the Olsen method, and the Juang method, are examined using the case histories derived from the Chi-Chi earthquake. The results of the comparison show that the Juang method is more accurate than the two methods in predicting liquefaction potential of soils based on the cases derived from the Chi-Chi earthquake, although all three methods are quite comparable in accuracy. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:241 / 258
页数:18
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