LINING

作品数:172被引量:204H指数:8
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相关机构:湖南省邵阳市第二中学苏州新东方学校北京外国语大学中铁第四勘察设计院集团有限公司更多>>
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A new ecological underground group tank with inner steel plate lining for edible oil:Full-scale test and numerical simulation
《Frontiers of Structural and Civil Engineering》2025年第2期224-241,共18页Hao ZHANG Yiming LIAN Qikeng XU Jun LI Zhenhua XU 
funded input by the Fund Project of Scientific and Technological Breakthrough of Henan Province(No.242102110130);the Research Fund for the Doctoral Program of Henan University of Technology(No.2020BS044);Henan University of Technology Design and Research Academy Co.,LTD.
Underground group tanks(UGTs)for edible oil offer benefits in land conservation,ecological sustainability,and oil quality preservation.However,ensuring their structural integrity is a critical concern.This study inves...
关键词:underground group tanks full-scale test numerical simulation mechanical properties stability 
Feasibility study of FFPP thermoplastic lining for concrete pipeline rehabilitation:a case study
《Urban Lifeline》2024年第1期246-258,共13页Dongmin Xi Yonggui Yan Kebing Shi Houming Ni Mohammadamin Azimi 
the National Natural Science Foundation of China(No.52402421);the Natural Science Foundation of Jiangsu Province(Grant No.BK20220848).
This study investigates the feasibility and efficacy of Flexible Fiber-reinforced Polypropylene(FFPP)thermoplastic lining technology for the rehabilitation of concrete pipelines,specifically focusing on BONNA pipes.A ...
关键词:FFPP Trenchless rehabilitation BONNA pipes Material accessibility 
Study on the tunnel shape and soil-lining interaction influencing the lining behavior under seismic loading
《Earthquake Engineering and Engineering Vibration》2024年第4期845-862,共18页Van Vi Pham Ngoc Anh Do Piotr Osinski Ngoc Thai Do Daniel Dias 
supported by Vietnam Ministry of Education and Training under Grant No. B2022-MDA-06
The response of tunnels subjected to seismic loading is a complex mechanism and depends not only on the seismic nature but also on tunnel structure and surrounding soil properties.The individual behavior of circular,r...
关键词:tunnel shape soil-lining interaction seismic loading internal forces numerical analysis 
Performance of double-arch tunnels under internal BLEVE
《Underground Space》2024年第6期6-25,共20页Ruishan Cheng Wensu Chen Hong Hao 
financial support from the Australian Research Council(ARC)via Australian Laureate Fellowship(FL180100196).
Double-arch tunnels,as one of the popular forms of tunnels,might be exposed to boiling liquid expanding vapour explosions(BLEVEs)associated with transported liquified petroleum gas(LPG),which could cause damage to the...
关键词:Double-arch tunnel BLEVE Lining configuration Section-steel arch Damage prediction 
海外英文期刊中国共产党研究成果题录(2013年)(英文)
《国外理论动态》2024年第5期F0003-F0003,共1页王野(整理) 
1. W. Tsai and N. Dean, “The CCP's Learning System: Thought Unification and Regime Adaptation”, The China Journal, Vol.69, 2013, pp.87-107.2. Y. Cai and L. Zhu, “Disciplining Local Officials in China: The Case of C...
关键词:英文期刊 LINING Vol.7 
Approach Based on Response-Surface Method to Optimize Lining of Dies Used in 3D Free-Bending Forming Technology
《Chinese Journal of Mechanical Engineering》2024年第5期307-331,共25页Cheng Cheng Jiaxin Guo Ali Abd El‑Aty Jie Tao Xunzhong Guo 
Supported by Open Fund of Jiangsu Industrial Perception and Intelligent Manufacturing Equipment Engineering Research Center of China(Grant No.ZK21-05-04);National Natural Science Foundation of China(Grant Nos.52105360,52175328);Fundamental Research Funds for the Central Universities of China(Grant No.NS2022061);Prince Sattam bin Abdulaziz University of Saudi Arabia(Grant No.PSAU/2024/R/1446).
In three-dimensional free-bending forming(3D-FBF),the tube is not overly constrained,and the plastic deformation behavior and forming quality of the bent tube are significantly affected by the critical structure of th...
关键词:Die lining Forming quality Response surface method Cross-sectional distortion Wall thickness 
Feng Ying Chinese Ballet for the World
《China Pictorial》2024年第10期48-53,共6页Tian Xiao Feng Ying(Photos) 
As a headlining dancer for the National Ballet of China throughout the1980s and 1990s,Feng Ying is known for iconic roles suchas the White Swan and the Black Swanin Swan Lake and the titlerole of Giselle.When she beca...
关键词:CLASSIC LINING DIRECTOR 
Influence of secondary lining thickness on mechanical behaviours of double-layer lining in large-diameter shield tunnels
《Underground Space》2024年第5期130-150,共21页Shimin Wang Xuhu He Xiaoyu Peng Ya Wang Zhengxin Li Zihan 
supported by the National Natural Science Foundation of China(Grant Nos.52178398,51991394,and 51278424).
In large-diameter shield tunnels,applying the double-layer lining structure can improve the load-bearing properties and maintain the stability of segmental lining.The secondary lining thickness is a key parameter in t...
关键词:Large-diameter shield tunnels Double-layer lining structure Secondary lining thickness Stiffness matching Similar model test 
Real-time estimation of the structural utilization level of segmental tunnel lining
《Underground Space》2024年第4期132-145,共14页Nicola Gottardi Steffen Freitag Gunther Meschke 
funded by the Deutsche Forschungsgemeinschaft(DFG,German Research Foundation,Project No.77309832)within Subprojects C1 and B2 of the Collaborative Research Center SFB 837"Interaction Modeling in Mechanised Tunnelling",sited at the Ruhr University Bochum,Germany.
Over the last decades,an expansion of the underground network has been taking place to cope with the increasing amount of moving people and freight.As a consequence,it is of vital importance to guarantee the full func...
关键词:Segmental lining Artificial neural networks Structural utilization level Real-time prediction Structural health monitoring Monitoring data 
Three-dimensional hydro-mechanical coupling numerical simulation of shield-driven cross-river twin tunnels:A case study
《Underground Space》2024年第3期106-125,共20页Chengwen Wang Xiaoli Liu Danqing Song Enzhi Wang Guohui Yan Ran Zhou 
supported by the National Natural Science Foundation of China(Grant Nos.52090081 and 52079068);the State Key Laboratory of Hydroscience and Hydraulic Engineering(Grant No.2021-KY-04).
With the rapid development of urban underground space,the construction of shield-driven cross-river twin tunnels is increasing,and the complex hydro-mechanical coupling effects and twin-tunnel interactions bring huge ...
关键词:Numerical modeling Twin tunnels Crossing river Hydro-mechanical coupling Lining response 
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