Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2019, Vol. 56 Issue (3) :186-191    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Research and Application of New Grouting Technology with Rigid Sleeve Valve Pipe Strand
(Beijing Ruiwei Century Railway Engineering Co., Ltd., Beijing 100055)
Download: PDF (1920KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Most of the tunnels and underground works of railways, highways and water conservancies to be con? structed in north-west China pass through Tertiary system water-rich silty fine sand stratum, and it is very often to encounter water burst, sand inrush and so on, resulting in slowing down construction progress and threatening construction safety as well as adverse effect on water environment in this region. Based on construction of the Humaling tunnel on the Lanzhou-Chongqing railway in water-rich silty fine sand stratum, a new grouting technology with rigid sleeve valve pipe strand, which plays roles of ground anchoring in longitudinal direction to improve the work face stability, and advanced supporting in radial direction to effective restrain the loosening circle and control tunnel deformation, was proposed. With this new grouting technology applied in the Humaling tunnel, it has successfully solved the difficulties of hole drilling, grout diffusion and injectability, improved grouting effect and efficiency and guaranteed the construction safety of tunnel in water-rich silty fine sand.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
SUN Guoqing PENG Feng ZOU Mingbo
KeywordsTunnel   Sleeve valve pipe strand   Grouting technology   Construction technology   Research   Application     
Abstract: Most of the tunnels and underground works of railways, highways and water conservancies to be con? structed in north-west China pass through Tertiary system water-rich silty fine sand stratum, and it is very often to encounter water burst, sand inrush and so on, resulting in slowing down construction progress and threatening construction safety as well as adverse effect on water environment in this region. Based on construction of the Humaling tunnel on the Lanzhou-Chongqing railway in water-rich silty fine sand stratum, a new grouting technology with rigid sleeve valve pipe strand, which plays roles of ground anchoring in longitudinal direction to improve the work face stability, and advanced supporting in radial direction to effective restrain the loosening circle and control tunnel deformation, was proposed. With this new grouting technology applied in the Humaling tunnel, it has successfully solved the difficulties of hole drilling, grout diffusion and injectability, improved grouting effect and efficiency and guaranteed the construction safety of tunnel in water-rich silty fine sand.
KeywordsTunnel,   Sleeve valve pipe strand,   Grouting technology,   Construction technology,   Research,   Application     
Cite this article:   
SUN Guoqing PENG Feng ZOU Mingbo .Research and Application of New Grouting Technology with Rigid Sleeve Valve Pipe Strand[J]  MODERN TUNNELLING TECHNOLOGY, 2019,V56(3): 186-191
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2019/V56/I3/186
 
No references of article
[1] LI Ruijun1 SONG Zongying2 LI Chen1 WANG Wenbin2 REN Yuzhen3,4 CAI Jianhua3,4 ZHANG Jiaxu3,4.Multi-source Data Fusion-based Diagnosis and Treatment Strategies for Tructural Defects in Liangjiashan Tunnel on Heavy-haul Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 301-308
[2] ZHANG Xiaolong.Mechanical Response Analysis of Subway Shield Tunnel Structure under Pile Foundation Load[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 82-89
[3] LI Kexi1,2 DANG Jiandong3 ZHANG Jian3 YE Guangxiang4 WANG Xiaojun1,2 CHEN Qinglin1,2.Study on Fracture Characteristics of Different Types of Sandstone Based on Acoustic Emission Characteristic Parameters[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 26-36
[4] ZHOU Cairong1 YI Liming1 MA Shanqing2 ZHOU Li3 YU Jinhong4, 5.Load-bearing Behavior and Reinforcement Schemes of High-performance Fiber-reinforced Concrete Jacking Pipes under Three-point Loading[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 50-60
[5] GUO Yongjun1 LI Chao2 ZHENG Jianguo3 YU Yongtang4 ZHU Caihui5.Influence of Ground Surcharge on Existing Shield Tunnel Segments in Xi′an Loess Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 61-72
[6] WANG Yonggang1 CUI Yikun1 WU Jiuqi2, 3 HUANG Jun4 SHEN Xiang2, 3 YANG Kui4 SU Dong2, 3.Comparative Analysis of Disc Cutter Forces and Wear under Different Wear Modes[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 73-81
[7] FENG Jimeng1,2 SONG Jiadai1,2 WANG Shengtao3 LI Yifei1,2 ZHANG Junru1,2 WANG Haoming4 WANG Bo1,2.Study on the Deformation Control Effectiveness of Extra-long Pipe Roofs in Large-section Tunnels in Reclamation Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 155-162
[8] XU Caijian1 CHEN Xingyu1 LEI Minglin1 ZHANG Xinglong2 SUN Huaiyuan2 LI Xiaojun2.Digital Twin and Risk Decision-making for Water-richess of Surrounding Rock Ahead of Tunnel Face[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 90-99
[9] YANG Ying1 NI Kai1 GE Lin2 ZHANG Mingfei3 WANG Xiaorui4.Improved UNet Model-based Image Segmentation for Tunnel Seepage Defects under Low-light Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 100-110
[10] SU Kaichun1 FU Rui2,3 ZENG Hongrui2,3 LENG Xiqiao4 GUO Chun2,3.Short-term Multi-step Traffic Volume Prediction for Highway Tunnels Based on DBO-A-LSTM[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 111-121
[11] XIONG Ying1,2 ZHANG Junru1,2 FAN Ziyan1,2 CHEN Jiahao1,2 MA Jianchi1,2 CHEN Pengtao1,2.Propagation and Attenuation Characteristics of Blast-induced Stress Waves in Layered Soft Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 122-131
[12] LIU Yang1 SHAO Zekai2 TIAN Haofan2 ZHANG Ruxi1 ZHENG Bo3 WANG Zhengzheng2.Damage Mechanisms of Coal Pillars Induced by Blasting Construction in Highway Tunnels Underlying Room-and-Pillar Mine Goafs[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 132-144
[13] LUO Zhiyang1 ZHANG Chunyu2,3 WANG Lichuan1,2,4,5 XU Shuo1 LI Liping4 WANG Qianqian5 LIU Zhiqiang6.Research on Water Inrush Mechanisms and Grouting Sealing Techniques for TBM Tunnels in Fractured Rock Masses[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 145-154
[14] ZHOU Yili1 FENG Kun1 GUO Wenqi1 ZHANG Liangliang2 LI Chunlin3.Study on the Bending Behavior and Damage Characteristics of Longitudinal Segment Joints in Super-large Diameter Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 163-173
[15] YI Dan1 XUE Haoyun2 YANG Shaoyi2 YU Bo1 FENG Kun2 LIN Gang1.Analysis of the Influence of Bolt Failure of Shield Tunnel Segment Structure on Transverse Seismic Response[J]. MODERN TUNNELLING TECHNOLOGY, 2025,62(4): 174-181
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY