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Bayesian Neural Network for Estimating Stress-Strain Behaviors of Frozen Sand

Authors
Khanh PhamJung, SanghoonPark, SangyeongKim, DongkuChoi, Hangseok
Issue Date
2월-2022
Publisher
KOREAN SOCIETY OF CIVIL ENGINEERS-KSCE
Keywords
Ground freezing; Triaxial test; Frozen soil; Neural network; Stress-strain behavior
Citation
KSCE JOURNAL OF CIVIL ENGINEERING, v.26, no.2, pp.933 - 941
Indexed
SCIE
SCOPUS
KCI
Journal Title
KSCE JOURNAL OF CIVIL ENGINEERING
Volume
26
Number
2
Start Page
933
End Page
941
URI
https://scholar.korea.ac.kr/handle/2021.sw.korea/146653
DOI
10.1007/s12205-021-0432-z
ISSN
1226-7988
Abstract
Accurately estimating the mechanical behavior of frozen soil plays a central role in frozen ground engineering. Owing to the nonlinear and uncertain nature, modeling the stress-strain behaviors of frozen soil has been challenging the physics-based models. This study proposed a data-driven approach on the Bayesian neural network (BNN) framework that can precisely estimate the stress-strain behaviors of frozen sand with minimum input requirements. First, a series of triaxial tests were conducted to explore the mechanical behaviors of frozen sand under different conditions of confining stress and temperature. The acquired data were utilized for training the BNN to learn the stress-strain patterns under various conditions. Complicated coupled effects of confining stress and temperature on the variation of stressstrain behaviors of frozen sand were identified by experiment results. The low root-mean-squared error of 0.036 and statistical analysis of the absolute error distribution demonstrated the excellent performance of the BNN in providing a pseudo-continuous stress-strain relationship of frozen. Furthermore, hypothesis cases were presented to analyze the limitations and the applicability of the proposed approach in practices. Given the simplification and flexibility, the BNN based approach is expected to be a versatile means for estimating the mechanical behavior of frozen soil.
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공과대학 (건축사회환경공학부)
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