Research on tunnel engineering monitoring technology based on BPNN neural network and MARS machine learning regression algorithm

J Fei, Z Wu, X Sun, D Su, X Bao - Neural Computing and Applications, 2021 - Springer
Tunnel engineering is affected by a variety of factors, which results in large detection errors
in tunnel engineering. In order to improve the monitoring effect of tunnel engineering, based …

Load characteristics of tunnel lining in flooded loess strata considering loess structure

Y Liu, H Lai - Advances in Civil Engineering, 2019 - Wiley Online Library
Loess has a unique structure and water sensitivity, and the immersion of loess leads to
many tunnel lining problems in shallowly buried tunnels. Based on a tunnel in Gansu …

Stress‐Strain Calculation Method of Composite Lining considering the Creep Characteristics of Tunnel Surrounding Rock

S Gu, H He, R Huang - Advances in Civil Engineering, 2021 - Wiley Online Library
Tunnels are generally designed for a sustained usage of 80 to 100 years, during which the
safety of tunnel structures must be guaranteed. A common supporting form utilized in …

An Iterative Calculation Method for Internal Forces and Deformation of Curved Tunnel Lining

L Wu, M Li, H Bai, Y Yun, H Li, Y Feng - KSCE Journal of Civil Engineering, 2024 - Springer
The accurate prediction of lining forces and deformations is crucial for the design of arched
tunnel lining. However, in traditional tunnel structural mechanics methods, the distribution …

Strength Characteristics and In Situ Stress Measurement of Rock Cores from a Large Section Underground Station: A Case Study

D Li, A Zhou, L Wang, Y Chen, C Ma - Applied Sciences, 2022 - mdpi.com
Featured Application Intensive boreholes were drilled at the Guobo underground station to
obtain a large number of rock cores in Chongqing, China. The mechanical properties and …

Analysis on the Dynamic Characteristics of Cross-Tunnel Structures under Wheel-Rail Impact Forces

Z Wang, L Tao, J Dong - KSCE Journal of Civil Engineering, 2022 - Springer
The dynamic behaviour of cross-tunnel structures under the wheel-rail impact forces of
heavy-haul trains is complicated. This paper establishes an impact force excitation input …

[PDF][PDF] 一种新型隧道全向模板衬砌台车设计与应力分析

路光达, 郄彤彤, 哈建波, 刘兴波, 吴相斌 - 机械设计, 2020 - qikan.cmes.org
根据大多数开挖隧道的特性, 针对现有衬砌台车的短板, 设计了一种新型自动行走全向模板衬砌
台车, 能够适用于含有横向或纵向坡度隧道. 首先介绍了新型模板台车的结构, 并利用MIDAS …

[PDF][PDF] 铁路隧道衬砌欠厚返修施工应力分析

苗金丽, 郭宏 - 工程地质学报, 2018 - dsjyj.com.cn
摘要因施工过程中各种原因导致的铁路隧道二衬欠厚缺陷, 考虑其作用, 根据现行规范,
当既有缺陷混凝土衬砌厚度小于设计厚度的70% 以上时需要返修补强处理 …

[PDF][PDF] Design and stress analysis of the new lining trolley for the tunnel's omni-directional formwork

路光达, 郄彤彤, 哈建波, 刘兴波, 吴相斌 - Journal of Machine Design - qikan.cmes.org
In view of the problems suffered by the existing lining trolleys, a new self-propelled lining
trolley for the tunnel's omni-directional formwork is worked out, according to the …

STRESS ANALYSIS OF INSUFFICIENT THICKNESS RAILWAY TUNNELING LINING DUE TO REPAIR CONSTRUCTURE

J MIAO, H GUO - Journal of Engineering Geology, 2018 - en.dzkx.org
Railway tunnel secondary lining insufficient thickness caused by varies factors during
construction need reinforce according to current relate regulations when the in-fact thickness …