Estimation of the soil liquefaction potential through the Krill Herd algorithm

被引:0
|
作者
Sonmezer, Yetis Bulent [1 ]
Korkmaz, Ersin [1 ]
机构
[1] Kirikkale Univ, Engn Fac, Dept Civil Engn, TR-71451 Kirikkale, Turkiye
关键词
earthquake; Krill Herd algorithm; optimization; soil liquefaction; structural damage; SEISMIC LIQUEFACTION; RESISTANCE; SAND; MODEL;
D O I
10.12989/gae.2023.33.5.487
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Looking from the past to the present, the earthquakes can be said to be type of disaster with most casualties among natural disasters. Soil liquefaction, which occurs under repeated loads such as earthquakes, plays a major role in these casualties. In this study, analytical equation models were developed to predict the probability of occurrence of soil liquefaction. In this context, the parameters effective in liquefaction were determined out of 170 data sets taken from the real field conditions of past earthquakes, using WEKA decision tree. Linear, Exponential, Power and Quadratic models have been developed based on the identified earthquake and ground parameters using Krill Herd algorithm. The Exponential model, among the models including the magnitude of the earthquake, fine grain ratio, effective stress, standard penetration test impact number and maximum ground acceleration parameters, gave the most successful results in predicting the fields with and without the occurrence of liquefaction. This proposed model enables the researchers to predict the liquefaction potential of the soil in advance according to different earthquake scenarios. In this context, measures can be realized in regions with the high potential of liquefaction and these measures can significantly reduce the casualties in the event of a new earthquake.
引用
收藏
页码:487 / 506
页数:20
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