Evaluation of liquefaction potential based on CPT results using evolutionary polynomial regression

• Published in: Computers and geotechnics Vol. 37; no. 1; pp. 82 - 92
• Main Authors: Rezania, Mohammad, Javadi, Akbar A., Giustolisi, Orazio
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 2010
• Subjects: Earthquake; Evolutionary computation; Geotechnical models; Soil liquefaction; Earthquake; Soil liquefaction; Geotechnical models; Evolutionary computation
• ISSN: 0266-352X; 1873-7633
• DOI: 10.1016/j.compgeo.2009.07.006

In this paper a new approach is presented, based on evolutionary polynomial regression (EPR), for determination of liquefaction potential of sands. EPR models are developed and validated using a database of 170 liquefaction and non-liquefaction field case histories for sandy soils based on CPT results. Three models are presented to relate liquefaction potential to soil geometric and geotechnical parameters as well as earthquake characteristics. It is shown that the EPR model is able to learn, with a very high accuracy, the complex relationship between liquefaction and its contributing factors in the form of a function. The attained function can then be used to generalize the learning to predict liquefaction potential for new cases not used in the construction of the model. The results of the developed EPR models are compared with a conventional model as well as a number of neural network-based models. It is shown that the proposed EPR model provides more accurate results than the conventional model and the accuracy of the EPR results is better than or at least comparable to that of the neural network-based models proposed in the literature. The advantages of the proposed EPR model over the conventional and neural network-based models are highlighted.