Principal component analysis–artificial neural network-based model for predicting the static strength of seasonally frozen soils

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作者
Yiqiang Sun
Shijie Zhou
Shangjiu Meng
Miao Wang
Hailong Mu
机构
[1] Harbin University of Science and Technology,College of Civil Engineering and Architecture
[2] China Earthquake Administration,Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics
[3] Heilongjiang University of Science and Technology,School of Architecture and Civil Engineering
[4] Heilongjiang Province Hydraulic Research Institute,College of Architecture and Civil Engineering
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Seasonally frozen soils are exposed to freeze‒thaw cycles every year, leading to mechanical property deterioration. To reasonably describe the deterioration of soil under different conditions, machine learning (ML) technology is used to establish a prediction model for soil static strength. Six key influencing factors (moisture content, compaction degree, confining pressure, freezing temperature, number of freeze‒thaw cycles and thawing duration) are included in the modelling database. The accuracy of three typical ML algorithms (support vector machine (SVM), random forest (RF) and artificial neural network (ANN)) is compared. The results show that the ANN outperforms the SVM and RF. Principal component analysis (PCA) is combined with the ANN, and the PCA–ANN algorithm is proposed, which further improves the prediction accuracy. The deterioration of soil static strength is systematically researched using the PCA–ANN algorithm. The results show that the soil static strength decreased considerably after the first several freeze‒thaw cycles before the strength plateau occurred, and the strength reduction increased significantly with increasing moisture content and compaction degree. The PCA–ANN model can generate a reasonable prediction for the static strength or other soil properties of seasonally frozen soil, which will provide a scientific reference for practical engineering.
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