Abstract Settlement and convergence are the two main factors that slow construction progress of Loess tunnels. It is effective to use the three-bench method with a reserved core for this kind of surrounding rock. Using the Majiapo tunnel as an example, this paper introduces comprehensive construction techniques for loess tunnels.
Keywords ：
Abstract ：
Settlement and convergence are the two main factors that slow construction progress of Loess tunnels. It is effective to use the three-bench method with a reserved core for this kind of surrounding rock. Using the Majiapo tunnel as an example, this paper introduces comprehensive construction techniques for loess tunnels.
Keywords ：
[1]
LIU Feixiang1,2.SCDZ133 Intelligent Multi-function Trolley and Its Application in Tunnelling [J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 1-7
[2]
HAN Yuxuan1 LENG Xiqiao2,3 YAN Jinxiu4 ZHANG Rui5.Construction Technology for the Shaft of Extra-long Micangshan Tunnel [J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(3): 133-138
[3]
KONG Qingxiang ZHAI Renfeng.Some Issues Concerning Construction of High Speed Railway Tunnels and Corresponding Countermeasures：A Case Study of Beitaizi Tunnel on the Beijing-Shengyang Railway [J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(3): 166-171
[4]
WANG Bo-1, GUO Xin-Xin-1, HE Chuan-1, WU De-Xing-2.
[5]
ZHOU Baosheng.Optimized CRD Construction Techniques for a Super-Shallow Bored Tunnel [J]. MODERN TUNNELLING TECHNOLOGY, 2018,55(4): 186-190
[6]
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[7]
Einar Broch.Tunnels and Underground Works for Hydropower Projects [J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(5): 1-12
[8]
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[9]
SONG Zhirong.Raise Construction Techniques for Inclined Ventilation Shaft of the Long, Deep- Buried Erlangshan Tunnel [J]. MODERN TUNNELLING TECHNOLOGY, 2017,54(2): 202-206
[10]
WU Quan-Li- 1, 2 Wang-Meng-Shu- 1 Zhu- Lei- 3 Dong-Xin-Ping- 3 Sun-Zheng-Yang- 4.Construction Technology for the Shield Tunnel Passing under the Existing Metro Line at the Launching End [J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(4): 134-142
[11]
ZHANG Yintao.Construction Techniques for and Cost Analysis of Secant Piles for the Pre-Reinforcement of Tunnels in Sand Strata [J]. MODERN TUNNELLING TECHNOLOGY, 2016,53(3): 195-201
[12]
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[13]
Tuo Yongfei, Guo Xiaohong.General Design and Key Technologies of the Nanjing Weisan Road River-Crossing Tunnel Project [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 1-6
[14]
Lin Xin1, Shu Heng1, Zhang Yaguo2, Yang Linsong1, Li Jin1, Guo Xiaohong1.Study of the Longitudial Profile Optimization of Large-Diameter Shield Tunnels in Mixed Ground with Very High Water Pressure [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 7-14
[15]
Yao Zhanhu1, Yang Zhao2, Tian Yi1, Hu Huitao1.Key Construction Technology for the Nanjing Weisan Road River-Crossing Tunnel Project [J]. MODERN TUNNELLING TECHNOLOGY, 2015,52(4): 15-23
2012, Vol. 49 