Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2021, Vol. 58 Issue (5) :244-251    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Effect of Functional Admixtures on the Performances of Mortars Filling behind Tunnel Vault Secondary Lining
(1 Shaanxi Engineering Laboratory of High Performance Concrete, Weinan 714099; 2 School of Surveying and Testing, Shaanxi Railway Institute, Weinan 714099; 3 Shaanxi Zhuoxin Engineering Testing Co., Ltd. of China Railway First Group Co., Ltd., Xi′an 710199)
Download: PDF (2631KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract As for the vault voids and other issues of tunnel secondary lining, based on the basic performance re? quirements for filling mortars of secondary lining of railway tunnels, and under mixture formula of OPC∶SAC = 0.65∶0.35, cement∶sand = 0.55∶0.45, water: aggregate = 0.18 and 10% fly ash admixture, this paper studies the effect of functional admixtures on the performance of mortars in terms of the fluidity, bleeding rate, strength, expansibility and dry shrinkage, etc. The results show that: under the mixing dosages of 0.3% tartaric acid, 0.2% lithium carbonate, 0.06% plastic expander, 0.15% defoamer and 0.12% water-retaining thickener, the filling mortar can be prepared with properties of self-compacting, no bleeding, no segregation, high early and long-term strength, and micro expansion; through the bonding test of filling mortar and lining concrete, field radar nondestructive testing and vault core drilling, the results show that there is a good bonding capability between the filling mortars and the tunnel secondary lining, which could mitigate voids behind tunnel secondary lining and avoid the separation between filling materials and secondary lining concrete.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
PENG Lei1
2 HE Wenmin1
2 HUI Haitao3 LI Bingliang1
2 GAO Ni2
KeywordsGrouting through mould   Filling mortar of secondary lining   Functional admixture   OPC-SAC mixed cement system     
Abstract: As for the vault voids and other issues of tunnel secondary lining, based on the basic performance re? quirements for filling mortars of secondary lining of railway tunnels, and under mixture formula of OPC∶SAC = 0.65∶0.35, cement∶sand = 0.55∶0.45, water: aggregate = 0.18 and 10% fly ash admixture, this paper studies the effect of functional admixtures on the performance of mortars in terms of the fluidity, bleeding rate, strength, expansibility and dry shrinkage, etc. The results show that: under the mixing dosages of 0.3% tartaric acid, 0.2% lithium carbonate, 0.06% plastic expander, 0.15% defoamer and 0.12% water-retaining thickener, the filling mortar can be prepared with properties of self-compacting, no bleeding, no segregation, high early and long-term strength, and micro expansion; through the bonding test of filling mortar and lining concrete, field radar nondestructive testing and vault core drilling, the results show that there is a good bonding capability between the filling mortars and the tunnel secondary lining, which could mitigate voids behind tunnel secondary lining and avoid the separation between filling materials and secondary lining concrete.
KeywordsGrouting through mould,   Filling mortar of secondary lining,   Functional admixture,   OPC-SAC mixed cement system     
Cite this article:   
PENG Lei1, 2 HE Wenmin1, 2 HUI Haitao3 LI Bingliang1 etc .Effect of Functional Admixtures on the Performances of Mortars Filling behind Tunnel Vault Secondary Lining[J]  MODERN TUNNELLING TECHNOLOGY, 2021,V58(5): 244-251
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2021/V58/I5/244
 
No references of article
[1] WEI Gang1,2 ZHAO Deqianlin1 HUANG Rui1.A Review of Model Test Studies on the Impact of Shield Construction on Adjacent Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 1-8
[2] DING Zhi1,2 HE Chenyang1 ZHANG Xiao1 ZHANG Wenhong3 WU Sheng4.An Outlook for Researches on the Impact and Control Technology of Shield Construction in Gassy Soils[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 9-20
[3] ZHANG Longguan1 LIU Suimei1 LI Kaifu1 XU Jin2,3,4 WANG Shengnan3,5 LI Qiang3.Prediction of Shield Construction Risks in Subway Tunnelling Based on Fault Tree and Bayesian Network[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 21-29
[4] ZHENG Bo1,2 WU Jian1,2 ZHENG Jinlong3 KUANG Liang4 GUO Rui1,2.Study on Anti-Freezing Parameters of High-Altitude Tunnels in Western Sichuan Based on Field Tests[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 30-36
[5] QIU Wenge WAN Shifu GAO Ganggang ZHAO Hailin QI Xingxin.tudy on the Control Measures against Ground Settlement Induced by Shield Tunnel Construction underneath Railway Throat in Sandy Cobble Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 37-45
[6] WANG Zhijie1 LI Jinyi1 DENG Yuhang1 DU Yiwen1 ZHOU Ping1 BAI Xiaoke2 LI Fenggang2.On Defects and Disaster-causing Factors in Tunnelling in Salt Rocks[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 46-55
[7] GAO Xin WANG Wenjuan LI Qingfei FENG Shijie WU Qi.Research on the Routing Scheme of a Double Shield TBM Passing through the Metro Station[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 56-64
[8] LI Siming1 YU Haitao2 XUE Guangqiao3 XU Lei4.Analysis on Seismic Response of Shield Tunnels Passing Through Soil-Rock Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 65-72
[9] CHANG Gang1,2 PAI Lifang3,4 PANG Weijun1,4 WU Honggang1,2,4 YAN Lizhen1.Study on the Effect on Deformation of the Surrounding Rock Induced by DeepBuried Tunnelling under Hard Rock Combination Conditions[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 73-77
[10] CHEN Yukun1 GUAN Huisheng1 ZHOU Lei2 LIU Cheng1.Research on the Wear Prediction of Disc Cutters Based on BP Neural Network[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 78-84
[11] SONG Yang1 WANG Weiyi2 DU Chunsheng3.On Parameter Optimization for a Slurry Shield Approaching Construction under Existing Subway Tunnels in Water-Rich Pebble and Mudstone Composite Stratum[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 85-95
[12] XU Youjun1,2 HUANG Zhengdong1,2 ZHANG Xu1,2 ZHANG Chao1,2 KANG Jiawang1,2 ZHOU Wei1.Study on Measured Torque Parameters of Large-Section Rectangular EPB Pipe Jacking Machine with Multiple Cutterheads[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 96-103
[13] PAN Weiqiang1 JIAO Bochang2 LIU Xian2 ZENG Hua3 JI Maojie3.Field Test Research on the Contact Pressure and Stress Characteristics of Jacked Steel Pipes with Deep-buried Depth and Large-section[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 104-113
[14] CHEN Zhiying NIU Guoqing WANG Shumeng GUO Chenwei.Study of the Optimization of Air Curtain Parameters in Tunnelling Based on Orthogonal Simulation Test[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 114-121
[15] PAN Xudong1 BAI Yunlong1 BAI Yunfei2 ZHANG Zhiqiang2 LIAO Lin1.Study on the Influence Pattern of Seepage Field on Temperature Field in the Construction of the Metro Cross Passage by Freezing Method in Water-Rich Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(5): 122-128
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY