Calibration of a CRR model based on an expanded SPT-based database for assessing soil liquefaction potential

被引:14
|
作者
Chen, Guoxing [1 ,2 ]
Xu, Lingyu [1 ,2 ]
Kong, Mengyun [1 ,2 ]
Li, Xiaojun [1 ,3 ]
机构
[1] Nanjing Tech Univ, Inst Geotech Engn, Nanjing 210009, Jiangsu, Peoples R China
[2] Civil Engn & Earthquake Disaster Prevent Ctr Jian, Nanjing 210009, Jiangsu, Peoples R China
[3] China Earthquake Adm, Inst Geophys, Beijing 100081, Peoples R China
基金
中国国家自然科学基金;
关键词
Soil liquefaction potential; Deterministic assessment; Probabilistic assessment; Liquefaction triggering correlation; Expanded SPT-based database; RESISTANCE;
D O I
10.1016/j.enggeo.2015.08.002
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A new calibrated empirical liquefaction triggering correlation equation with five parameters determined by trial and error is derived from the expanded SPT-based database of the Idriss and Boulanger (2010) and Xie (1984) case histories. The new calibrated correlation equation is reasonably conservative for the expanded SPT-based database and is insensitive to reasonable variations in the components of the liquefaction analysis framework adopted in this study. In addition, a probabilistic version of the new calibrated correlation equation expressed in the form of a mapping function that relates the liquefaction probability to a nominal safety factor obtained using the weighted maximum likelihood technique is verified using a weighted empirical probability approach and Monte Carlo simulations. Liquefaction, transition and non-liquefaction zones for clean sands are defined based on different probability contours, i.e., empirical correlations with different liquefaction probabilities. Liquefaction triggering correlations for liquefaction probabilities of 4%, 15% and 25% represent the very low, low, and moderate probability events, respectively, of a liquefiable soil being mistaken for a non-liquefiable soil in the liquefaction potential evaluation. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:305 / 312
页数:8
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