Abstract
Employing league championship optimization (LCA) technique for adjusting the membership function parameters of the adaptive neuro-fuzzy inference system (ANFIS) is the focal objective of the present study. The mentioned optimization is carried out for better estimation of the soil compression coefficient (SCC) using twelve key factors of soil, namely depth of sample, percentage of sand, percentage of loam, percentage of clay, percentage of moisture content, wet density, dry density, void ratio, liquid limit, plastic limit, plastic Index, and liquidity index. This information is widely useable in designing high-rise buildings located in smart cities. Notably, the used data is collocated from a real-world construction project in Vietnam. The hybrid ensemble of LCA-ANFIS is developed, and the best structure is determined by a three-step sensitivity analysis process. The prediction accuracy of the proposed hybrid model is compared with typical ANFIS to examine the efficiency of the combined LCA. Based on the results, applying the LCA algorithm lead to a 4.88% and 6.19% decrease in prediction error, in terms of root mean square error and mean absolute error, respectively. Moreover, the correlation index rose from 0.7351 to 0.7539, which indicates the higher consistency of the hybrid model results. Due to the acceptable accuracy of the proposed LCA-ANFIS model, it can be a promising alternative to common empirical and laboratory methods.
Highlights
Determination of physio–mechanical parameters of soil is a significant task for the economical and safe design of civil engineering structures
This paper evaluates the application of the league championship optimization for hybridizing
The optimization procedure is explained and second, the accuracy enhancement is evaluated by comparing the results of the improved and typical adaptive neuro-fuzzy inference system (ANFIS)
Summary
Determination of physio–mechanical parameters of soil is a significant task for the economical and safe design of civil engineering structures. Soil compression coefficient (SCC) is one of these parameters which reflects the potential of volume decrease in the soil [1]. Sci. 2020, 10, 67 reduction in volume over time in the presence of drainage. This process leads to soil deposition induced by SCC [4]. Artificial intelligence-based techniques are one of the most popular predictive models which have shown high capability in modeling plenty of engineering problems, and especially, geotechnical engineering [8,9]. These models use non-linear relationships to analyze the relationship between target variable(s) and influential factors
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