Enhanced earth pressure determination with negative wall-soil friction using soft computing

被引:6
|
作者
Nguyen, Tan [1 ,2 ,6 ]
Shiau, Jim [3 ]
Ly, Duy-Khuong [4 ,5 ]
机构
[1] Ton Duc Thang Univ, Smart Comp Civil Engn Res Grp, Ho Chi Minh City, Vietnam
[2] Ton Duc Thang Univ, Fac Civil Engn, Ho Chi Minh City, Vietnam
[3] Univ Southern Queensland, Sch Engn, Toowoomba, Qld 4350, Australia
[4] Van Lang Univ, Inst Computat Sci & Artificial Intelligence, Lab Computat Mech, Ho Chi Minh City, Vietnam
[5] Van Lang Univ, Fac Civil Engn, Sch Technol, Ho Chi Minh City, Vietnam
[6] Ton Duc Thang Univ, Ho Chi Minh City, Vietnam
关键词
Active earth pressure; Positive and negative wall-soil frictions; Statically admissible stress fields; Bayesian regularization backpropagation; Explicit function; ARTIFICIAL NEURAL-NETWORKS; STRENGTH; CEMENT;
D O I
10.1016/j.compgeo.2024.106086
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Estimating active earth pressure in cohesionless backfill behind rigid retaining walls has been significantly improved through the application of cutting-edge soft computing techniques in this paper. This study delves into the intricate interplay of negative wall-soil friction with load transfer mechanisms, underpinned by a comprehensive dataset obtained from a conservative solution that leverages statically admissible stress fields. Utilizing a Bayesian regularization backpropagation neural network, we construct an explicit function for active earth pressure estimation, ensuring the model's reliability through its remarkable alignment with measured values. Furthermore, feature importance analysis and advanced mathematical modeling enrich the study, providing a practical tool for retaining wall design and analysis. This tool is adept at addressing complex scenarios, including those involving negative wall-soil friction, thereby advancing the state-of-the-art in geotechnical engineering.
引用
收藏
页数:17
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