A worldwide SPT-based soil liquefaction triggering analysis utilizing gene expression programming and Bayesian probabilistic method

被引:46
作者
Goharzay, Maral [1 ]
Noorzad, Ali [1 ]
Ardakani, Ahmadreza Mahboubi [1 ]
Jalal, Mostafa [2 ]
机构
[1] Shahid Beheshti Univ, Fac Civil Water & Environm Engn, Tehran, Iran
[2] Texas A&M Univ, Zachry Dept Civil Engn, College Stn, TX 77840 USA
关键词
Liquefaction; Soft computing technique; Gene expression programming (GEP); Deterministic model; Bayes' theorem; FREE-VIBRATION ANALYSIS; ANNULAR PLATES; PREDICTION; MODEL;
D O I
10.1016/j.jrmge.2017.03.011
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In this context, two different approaches of soil liquefaction evaluation using a soft computing technique based on the worldwide standard penetration test (SPT) databases have been studied. Gene expression programming (GEP) as a gray-box modeling approach is used to develop different deterministic models in order to evaluate the occurrence of soil liquefaction in terms of liquefaction field performance indicator (LI) and factor of safety (F-s) in logistic regression and classification concepts. The comparative plots illustrate that the classification concept-based models show a better performance than those based on logistic regression. In the probabilistic approach, a calibrated mapping function is developed in the context of Bayes' theorem in order to capture the failure probabilities (P-L) in the absence of the knowledge of parameter uncertainty. Consistent results obtained from the proposed probabilistic models, compared to the most well-known models, indicate the robustness of the methodology used in this study. The probability models provide a simple, but also efficient decision-making tool in engineering design to quantitatively assess the liquefaction triggering thresholds. (C) 2017 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V.
引用
收藏
页码:683 / 693
页数:11
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