Cited by Prediction of shield tunneling attitudes: A muti-dimensional feature synthesizing and screening method

Joint load-parameter-response identification using a physics-encoded neural network DOI

Lanxin Luo, Limin Sun, Mingming Song

et al.

Mechanical Systems and Signal Processing, Journal Year: 2025, Volume and Issue: 230, P. 112597 - 112597

Published: March 17, 2025

Language: Английский

Citations

Data-driven deformation prediction and control for existing tunnels below shield tunneling DOI

Zongbao Feng, Jingyi Wang, Wenzhao Liu

et al.

Engineering Applications of Artificial Intelligence, Journal Year: 2024, Volume and Issue: 138, P. 109379 - 109379

Published: Sept. 26, 2024

Language: Английский

Citations

Physics-Informed Neural Network (PINN) model for predicting subgrade settlement induced by shield tunnelling beneath an existing railway subgrade DOI

Guankai Wang, Shan Yao, Bettina Detmann

et al.

Transportation Geotechnics, Journal Year: 2024, Volume and Issue: unknown, P. 101409 - 101409

Published: Oct. 1, 2024

Language: Английский

Citations

Physics-informed neural network for load sway prediction in travelling autonomous mobile cranes DOI

Zhuomin Zhou,

Brandon Johns, Yihai Fang

et al.

Advanced Engineering Informatics, Journal Year: 2025, Volume and Issue: 65, P. 103269 - 103269

Published: March 29, 2025

Language: Английский

Citations

Analytical solution of the evolution of railway subgrade settlement induced by shield tunnelling beneath considering soil stress release DOI

Yao Shan, Guankai Wang, Weifan Lin

et al.

Tunnelling and Underground Space Technology, Journal Year: 2025, Volume and Issue: 162, P. 106607 - 106607

Published: April 14, 2025

Language: Английский

Citations

Torsional Behaviors of Segmental Tunnels Under the Action of Shield Rolling and Jack Thrusting During Tunneling DOI

Yingbin Liu,

Shaoming Liao,

Yaowen Yang

et al.

International Journal for Numerical and Analytical Methods in Geomechanics, Journal Year: 2025, Volume and Issue: unknown

Published: April 16, 2025

ABSTRACT The large torque generated by the rotary disk potentially causes rolling of shield/tunnel boring machine (TBM), especially when it cuts rocks with over‐excavation or hard obstacles in very soft stratum, which further induces torsion assembled segments. In addition, segment may accumulate due to unidirectional cutting shield/TBM over long distances. Excessive a tunnel track inclination, cracking, and bolt shearing failure. paper, torsional shield‐lining on grouted foundation model was proposed investigate behaviors segmental under action shield jack thrusting during tunneling. is regarded as beam reduced stiffness, subjected three‐dimensional reactions force boundary constrained shield. Besides, longitudinal variable accounting for effect grout solidification, applied. transferred from segments discussed, method determine stiffness introduced, considering thrusting. verified two case studies, parametric analysis conducted effects characteristics material structural responses. Additionally, cumulative discussed. analytical results prove valuable reference anti‐torsion design control measures assembly.

Language: Английский

Citations

Tunnel face ground loss under cutterhead vibration in sandy ground with different degrees of saturation: Insights from DEM simulations DOI

Junzuo He, Shaoming Liao, Chao Liu

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2025, Volume and Issue: unknown

Published: April 1, 2025

Language: Английский

Citations

Prediction of shield tunneling attitudes: A muti-dimensional feature synthesizing and screening method DOI

Shuai Zhao, Shaoming Liao, Yifeng Yang

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2024, Volume and Issue: unknown

Published: Nov. 1, 2024

Language: Английский

Citations