Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2024, Vol. 61 Issue (2) :80-89    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Progress and Prospect of Loess Tunnel Construction Technology
(China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031)
Download: PDF (2978KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract On the basis of reviewing the construction history and achievements of loess tunnels in China, this paper systematically summarizes the construction technologies of loess tunnels for railways, highways, etc. The main contents include, (1) Fundamental theories: loess constitutive models, classification of surrounding rock, the boundary between deep and shallow burial, and load; (2) Design methods: design standards, structures and supports, portal protection; (3) Construction technology: excavation methods, surface settlement control technology, and foundation treatment technology. In view of the current status of engineering technology levels of loess tunnels, and by courtesy of the improvement of modern information technology, artificial intelligence, and large-scale mechanized equipment capabilities, this paper proposes directions for the development of basic theories of loess tunnels, intelligent survey and design, and safe and rapid construction.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
YU Yu QI Chun YANG Jianmin LUO Lusen
KeywordsLoess tunnel   Design method   Surrounding rock classification   Standard system   Support structure   Construction technology     
Abstract: On the basis of reviewing the construction history and achievements of loess tunnels in China, this paper systematically summarizes the construction technologies of loess tunnels for railways, highways, etc. The main contents include, (1) Fundamental theories: loess constitutive models, classification of surrounding rock, the boundary between deep and shallow burial, and load; (2) Design methods: design standards, structures and supports, portal protection; (3) Construction technology: excavation methods, surface settlement control technology, and foundation treatment technology. In view of the current status of engineering technology levels of loess tunnels, and by courtesy of the improvement of modern information technology, artificial intelligence, and large-scale mechanized equipment capabilities, this paper proposes directions for the development of basic theories of loess tunnels, intelligent survey and design, and safe and rapid construction.
KeywordsLoess tunnel,   Design method,   Surrounding rock classification,   Standard system,   Support structure,   Construction technology     
Cite this article:   
YU Yu QI Chun YANG Jianmin LUO Lusen .Progress and Prospect of Loess Tunnel Construction Technology[J]  MODERN TUNNELLING TECHNOLOGY, 2024,V61(2): 80-89
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2024/V61/I2/80
 
No references of article
[1] ZHAO Yong1 WANG Mingnian2,3 YU Li2,3 ZHANG Xiao2,3.Development and Prospect of Tunnel Support Structure Design Theory and Method in China[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(2): 28-42
[2] SHEN Zhijun1,2 YAO Zhiwen1 ZHENG Yuchao1 QIU Wenge1 AI Xufeng1.Key Technologies for Design and Construction of Horseshoe-Shaped Shield Used in Baicheng Tunnel on Menghua Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(2): 254-262
[3] QU Jianrong1 JING Yawen2 REN Zhaodan1 XIONG Ying2 CHEN Xuefeng1 FENG Jimeng2.Study on Correction of Surrounding Rock Classification for Single-tube Four-lane Highway Tunnel Based on the Failure Characteristics of Surrounding Rock[J]. MODERN TUNNELLING TECHNOLOGY, 2024,61(1): 48-55
[4] ZHAO Daneng1 WANG Yi2 REN Zhihua3.Mechanical Response Analysis for Tunnel Structure Considering the Interaction of Fault Dislocation and Seismic Motion[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(4): 95-105
[5] LIU Guoqiang.Study on Two-bench Construction Method with Rapid Ring Closure under the Condition of Large Soft Rock Deformation in Yuelongmen Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(3): 252-258
[6] SUN Huibin1 ZHANG Jianli2 YANG Huixiang1 YANG Hui2 WANG Lei3 WEI Jun2 LIN Weinan3.A Study on the Bearing Characteristics of Composite Concrete-filled Steel Tube Support Structure in Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(2): 103-114
[7] LIU Zhi1 ZHONG Changping2.Research on Key Technologies for Tunnelling in Faulted Fracture Zones by Slurry Balance Shields with Super Larg[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(1): 225-232
[8] WANG Mingjiang1 CI Xinhang2 CHEN Junwu3 ZHU Changjiang1 YANG Feng2.Construction Technology for the Shallow Twin-tube Six-lane Multi-arch Tunnel without Middle Drift under Large Unsymmetrical Loading[J]. MODERN TUNNELLING TECHNOLOGY, 2023,60(1): 241-248
[9] AN Yonglin1 GUO Jindong1 ZHOU Jin1 HU Wei1 DONG Chenyang2 XIANG Hui2 DAI Ling2.Influence of Catchment Caused by Local Overbreak on the Mechanical Characteristics of Tunnel Support Structure[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(5): 91-98
[10] LIANG Qingguo1 CHEN Kelin1 WANG Shang1 SHI Baodong1 ZHANG Tangjie2.Reflection on Several Issues in Scientific Research on Loess Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(4): 7-17
[11] ZHENG Yingren1 ABI Erdi2.On Stability Analysis and Classification of Surrounding Rocks in Rock Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(1): 1-13
[12] YANG Juan1,2,3 YANG Qixin2,3 QIU Pinming2,3.Experimental Study on the Bonding Performances of Spray-applied Waterproofing Membrane in Tunnels with CSL Structure[J]. MODERN TUNNELLING TECHNOLOGY, 2022,59(1): 104-110
[13] DONG Jiansong.Construction Technology of Xiamen Haicang Subsea Tunnel Crossing Weathered Trough[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 197-203
[14] LAI Hongpeng1 WANG Bin1 LIU Yuyang2.A Calculation Method of Surrounding Rock Pressure of Shallow-buried Loess Tunnels under Considering Ground Cracking[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(6): 95-101
[15] ZHU Weibin1,2 ZHONG Changping3 MI Jinsheng1 HUANG Weiran4.Challenges and Prospects of Construction Technology for Extra-large Diameter Composite Shields[J]. MODERN TUNNELLING TECHNOLOGY, 2021,58(3): 6-16
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY