A grey target performance evaluation model for aeroengine pressure test bench DOI
Yanhua Zhang, Kaixin Ying,

Jialin Zhou

et al.

Grey Systems Theory and Application, Journal Year: 2024, Volume and Issue: 14(4), P. 812 - 829

Published: Aug. 28, 2024

Purpose This paper aims to optimize the air pressure regulation scheme of aeroengine test bench. Design/methodology/approach Based on requirements process and operating mechanism bench, a grey performance evaluation index system is constructed. The combination principal component analysis theory employed assign weights indexes. target model introduced evaluate historical processes, results are analyzed derive optimization for regulating schemes. Findings A case study based monitoring data from nearly 300 processes verifies feasibility proposed method. On one hand, improved method can achieve rational weighting other comparison intuitively shows that performs better. Originality/value bench fundamental technical equipment in aviation industry, serving development testing aircraft engines. Due complex composition, flow adjustment heavily rely manual experience, leading issues such as slow speed insufficient accuracy. proposes which draw knowledge provide guidance benches, ultimately goal reducing costs.

Language: Английский

Research on dynamic fuzzy prediction method for surrounding rock stability of mountain tunnels throughout the construction period DOI

Furui Dong,

Shuhong Wang, Yong Yang

et al.

Tunnelling and Underground Space Technology, Journal Year: 2025, Volume and Issue: 158, P. 106390 - 106390

Published: Jan. 15, 2025

Language: Английский

Citations

1

Intelligent safety evaluation of tunnel lining cracks based on machine learning DOI
Xin Jin,

Keke Qiao,

Mohua Bu

et al.

Engineering Failure Analysis, Journal Year: 2024, Volume and Issue: unknown, P. 109082 - 109082

Published: Nov. 1, 2024

Language: Английский

Citations

5

Evaluation method for health state of highway tunnel structure based on adaptive comprehensive weighting DOI
Gang Zhang, Guofeng Liu, Zhifang Lu

et al.

Engineering Failure Analysis, Journal Year: 2024, Volume and Issue: 163, P. 108597 - 108597

Published: June 25, 2024

Language: Английский

Citations

4

Large-scale model test and numerical analysis of load-bearing arch characteristics of large cross-section tunnel under high geostress DOI

Fanwen Sun,

Zhenyu Sun,

Dingli Zhang

et al.

Engineering Failure Analysis, Journal Year: 2024, Volume and Issue: 163, P. 108600 - 108600

Published: June 28, 2024

Language: Английский

Citations

4

A mixed-formulated total Lagrangian material point method for dynamic interaction between structure and soil DOI
Zhaonan Wang, Gang Wang,

Han Fenglei

et al.

Computers and Geotechnics, Journal Year: 2025, Volume and Issue: 180, P. 107047 - 107047

Published: Jan. 14, 2025

Language: Английский

Citations

0

Transforming the maintenance of underground infrastructure through Digital Twins: State of the art and outlook DOI Creative Commons
Huamei Zhu, Mengqi Huang, Pei-Qi Ji

et al.

Tunnelling and Underground Space Technology, Journal Year: 2025, Volume and Issue: 161, P. 106508 - 106508

Published: March 6, 2025

Language: Английский

Citations

0

Machine learning for time series prediction of valley deformation induced by impoundment for high arch dams DOI

Hang‐Hang Zang,

Dianqing Li, Xiaosong Tang

et al.

Bulletin of Engineering Geology and the Environment, Journal Year: 2025, Volume and Issue: 84(4)

Published: March 17, 2025

Language: Английский

Citations

0

Development and Assessment of a Spreadsheet-based Decision Support Framework for Optimal Reconstitution of Cohesionless Soils DOI
Punit Bhanwar, Trudeep N. Dave

Simulation Modelling Practice and Theory, Journal Year: 2025, Volume and Issue: unknown, P. 103116 - 103116

Published: March 1, 2025

Language: Английский

Citations

0

Decision analysis of safety risks pre-control measures for falling accidents in mega hydropower engineering driven by accident case texts DOI

Kunyu Cao,

Shu Chen, Yun Chen

et al.

Reliability Engineering & System Safety, Journal Year: 2025, Volume and Issue: unknown, P. 111120 - 111120

Published: April 1, 2025

Language: Английский

Citations

0

Stability evaluation and reinforcement of ultra-high fill embankment slope of GRS DOI Creative Commons
Chao Ren,

Changjun Song,

WU Li-jian

et al.

Frontiers in Earth Science, Journal Year: 2025, Volume and Issue: 13

Published: April 9, 2025

The deformation and instability of embankment slope is one the common engineering diseases in highway engineering. After disaster occurs, it easy to cause huge economic losses casualties. Therefore, great significance value carry out stability evaluation for improving quality ensuring safety con-struction. In view this, this paper took super-high fill project 8th section Cangrong Expressway Rongxian County, Guangxi, China as research object. Firstly, a set three-level evaluating indicator system GRS(granite residual soil) including 1 target layer, 4 criterion layers 23 was proposed, qualitative quantitative framework established. Then, GT (Game Theory) used combine sovereignty weight AHP (Analytic Hierarchy Process) objective EWM (Entropy Weight Method) obtain more compre-hensive combination value. Finally, combined with weight, ultra-high evaluated. results showed that basically stable, landslide ac-cidents might occur during construction process. according relevant param-eters proposed design methods prevention control measures anti-slide retaining wall, subgrade cement mixing pile, dynamic com-paction reinforcement geogrid were put forward from three aspects drainage, means soil reinforcement. above treatment improve short-term anti-sliding ability long-term under unfavorable conditions. So far, have been proved be effective, no accident has occurred after completed. can provide reference similar projects such high slope.

Language: Английский

Citations

0