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

Jialin Zhou

и другие.

Grey Systems Theory and Application, Год журнала: 2024, Номер 14(4), С. 812 - 829

Опубликована: Авг. 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.

Язык: 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

и другие.

Tunnelling and Underground Space Technology, Год журнала: 2025, Номер 158, С. 106390 - 106390

Опубликована: Янв. 15, 2025

Язык: Английский

Процитировано

1

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

Keke Qiao,

Mohua Bu

и другие.

Engineering Failure Analysis, Год журнала: 2024, Номер unknown, С. 109082 - 109082

Опубликована: Ноя. 1, 2024

Язык: Английский

Процитировано

5

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

и другие.

Engineering Failure Analysis, Год журнала: 2024, Номер 163, С. 108597 - 108597

Опубликована: Июнь 25, 2024

Язык: Английский

Процитировано

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

и другие.

Engineering Failure Analysis, Год журнала: 2024, Номер 163, С. 108600 - 108600

Опубликована: Июнь 28, 2024

Язык: Английский

Процитировано

4

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

Han Fenglei

и другие.

Computers and Geotechnics, Год журнала: 2025, Номер 180, С. 107047 - 107047

Опубликована: Янв. 14, 2025

Язык: Английский

Процитировано

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

и другие.

Tunnelling and Underground Space Technology, Год журнала: 2025, Номер 161, С. 106508 - 106508

Опубликована: Март 6, 2025

Язык: Английский

Процитировано

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

и другие.

Bulletin of Engineering Geology and the Environment, Год журнала: 2025, Номер 84(4)

Опубликована: Март 17, 2025

Язык: Английский

Процитировано

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, Год журнала: 2025, Номер unknown, С. 103116 - 103116

Опубликована: Март 1, 2025

Язык: Английский

Процитировано

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

и другие.

Reliability Engineering & System Safety, Год журнала: 2025, Номер unknown, С. 111120 - 111120

Опубликована: Апрель 1, 2025

Язык: Английский

Процитировано

0

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

Changjun Song,

WU Li-jian

и другие.

Frontiers in Earth Science, Год журнала: 2025, Номер 13

Опубликована: Апрель 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.

Язык: Английский

Процитировано

0