Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2019, Vol. 56 Issue (5) :211-217    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Study on Material Performance of Steel Fiber Reinforced Concrete Segments for Subway Shield Tunnels in Marine Stratum
(1 Shenzhen Metro Group Co., Ltd., Shenzhen 518026; 2 China Railway Academy Co., Ltd., Chengdu 610031)
Download: PDF (1387KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The structural performance will be improved if certain amount of short steel fibers are added into the or? dinary concrete. The steel fiber reinforced concrete has been applied in the above-ground structure but there is no application case in metro shield tunnels in marine stratum by the sea, so the relevant technical indexes and design parameters should be further studied and perfected. Based on the Xilihu-Xili running tunnel of Shenzhen metro, a study on steel fiber reinforced concrete segment of metro shield tunnel in marine stratum was conducted by laboratory test, and the results show that: 1) various kinds of strengths of concrete are improved attributed to steel fibers; 2)it is significant to have reasonable steel fiber length and reasonable proportion of course aggregates with maximum grain size to improve the flexural strength of concrete segment; 3) sand ratio change has significant effect on workability of mixture; 4) the proportion of steel fibers should be reasonable; 5) the micro-crack of fiber reinforced concrete is reduced, the pore structure is improved and the permeability of segment is improved thanks to steel fibers.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
ZHENG Aiyuan1 XU Bin2 CHEN Xiangsheng1
KeywordsMarine stratum   Metro   Shield tunnel   Steel fiber reinforced concrete segment   Test   Performance study     
Abstract: The structural performance will be improved if certain amount of short steel fibers are added into the or? dinary concrete. The steel fiber reinforced concrete has been applied in the above-ground structure but there is no application case in metro shield tunnels in marine stratum by the sea, so the relevant technical indexes and design parameters should be further studied and perfected. Based on the Xilihu-Xili running tunnel of Shenzhen metro, a study on steel fiber reinforced concrete segment of metro shield tunnel in marine stratum was conducted by laboratory test, and the results show that: 1) various kinds of strengths of concrete are improved attributed to steel fibers; 2)it is significant to have reasonable steel fiber length and reasonable proportion of course aggregates with maximum grain size to improve the flexural strength of concrete segment; 3) sand ratio change has significant effect on workability of mixture; 4) the proportion of steel fibers should be reasonable; 5) the micro-crack of fiber reinforced concrete is reduced, the pore structure is improved and the permeability of segment is improved thanks to steel fibers.
KeywordsMarine stratum,   Metro,   Shield tunnel,   Steel fiber reinforced concrete segment,   Test,   Performance study     
Cite this article:   
ZHENG Aiyuan1 XU Bin2 CHEN Xiangsheng1 .Study on Material Performance of Steel Fiber Reinforced Concrete Segments for Subway Shield Tunnels in Marine Stratum[J]  MODERN TUNNELLING TECHNOLOGY, 2019,V56(5): 211-217
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2019/V56/I5/211
 
No references of article
[1] FAN Lei.Study on the Key Techniques for Comprehensive Control of Heat Harm of the Deep-buried and Super-long Tunnel with High Ground Temperature[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 1-10
[2] GAO Juru1 ZHANG Bo1 WANG Yao1 QU Haobo1 YAO Zhijun2.Study on the Key Techniques for Improving Working Environment of the Extra-long Highway Tunnels in High Altitude Areas[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 11-18
[3] LIU Xian1 LI Haitao1 GUAN Panfeng2 YANG Zhihao2.Research on Design Parameters for Shield Tunnel Lining Structure with Quick Connectors[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 19-26
[4] LI Qiang1 GAN Penglu2,3 ZHONG Xiaochun4.Study on Effect of Backfilling Grouting Thickness on Anti-floating of the Shield Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 27-35
[5] LI Rongxin1 CHEN Huawei2 ZHOU Songyuan1 LIU Xinping1.Analysis on the Genesis of Gas in the Tunnel with Oil and Gas and Its Safety Management[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 36-40
[6] TANG Bin.Research on the Distribution Characteristics and Migration Law of Shallow Natural Gas of Longquanshan Tunnel on Chengdu Metro[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 41-46
[7] QIN Liang1 ZHANG Qingchao2.Physical Simulation of Tunnel Advance Geological Prediction by Transient Electromagnetic Method[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 47-51
[8] ZHANG Minqing LI Shu LIU Juncheng.Research and Development of the Embedded Rubber Waterstops Reinforced with Horizontally Built-in Steel Plates[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 52-56
[9] MA Shilong WU Mingying YAO Zhaoming.Study on Creep Test and Empirical Damage Model of Artificial Frozen Soils[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 57-62
[10] MA Li1 LI Sheng2 WANG Qicai2 YU Bentian2 LIU Yapeng2 WANG Qingshi2.Study on Earth Pressure Difference Law of Load Relieving Structure of the Rectangular and Arched High-filled Loess Open Cut Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 63-69
[11] GUO Jian1,2 YANG Zhiguo1,2 KANG Fengxue3.Analysis of Deformation Stability Reliability of Tunnel Surrounding Rocks Based on Vector Projection Response Surface Method[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 70-77
[12] LIU Mingcai.Study on Stability of the Support System with Anchor Bolts and Shotcrete under Overbreak and Underbreak Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 78-84
[13] YU Jianxin1 LIU Huanchun2 WEI Haixia1 CHEN Chen2.On Mutual Dynamic Effect of Tunnel Blasting Construction Adjacent to Existing Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 85-92
[14] XIE Liguang1 YANG Qun2 SHENG Yong1 TANG Fujun1.Exploration on the Equilibrium Evaluation Model for the Health Status of Road Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 93-98
[15] SUN Haoxuan1 LI Peixian1 CUI Ximin1 YAO Dehua2 XIAO Wu3.Analysis of the Effect of Underground Coal Mining on the Bayueshan Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(6): 99-106
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY