Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2021, Vol. 58 Issue (5) :179-186    DOI:
Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Analysis of and Prevention Countermeasures for Underground Engineering Risks in Red Bed Areas with Developed Karst
(1 Chinese Society for Rock Mechanics & Engineering, Beijing 100029; 2 State-owned Assets Supervision and Administration Commission of Guangzhou Municipal Government, Guangzhou 510230; 3 Guangzhou Metro Design Institute Co., Ltd., Guangzhou 510010; 4 Guangzhou Metro Group., Ltd., Guangzhou 510030)
Download: PDF (7015KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract The karst caves in the red bed are mainly developed around the basin, where the ground is dominated by coarse-grained tuffaceous or calcareous clastic rocks. The mixed ground condition formed by the said stratum and the overlying water-rich loose soil layer may pose a significant risk to the construction of underground works.Through the analysis of a series of engineering accident cases and in combination with the characteristics of construction methods of underground engineering, such as pile foundations, foundation pits and bored tunnels, this paper systematically summarizes main underground engineering construction risks in the red bed with developed karst:water inrush and mud gushing, slurry leakage and mud pumping, as well as resultant ground surface collapse and structural damage etc., and establishes the risk models regarding various construction methods. On this basis, prevention countermeasures are put forward, such as comprehensive geological survey, pretreatment with grouting and filling, observational construction and design, as well as hydraulic balance device for emergency use.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
ZHU Weibin1
2 ZHANG Hua3 HUANG Hui4
KeywordsRed bed karst   Underground engineering   Risk analysis   Countermeasures     
Abstract: The karst caves in the red bed are mainly developed around the basin, where the ground is dominated by coarse-grained tuffaceous or calcareous clastic rocks. The mixed ground condition formed by the said stratum and the overlying water-rich loose soil layer may pose a significant risk to the construction of underground works.Through the analysis of a series of engineering accident cases and in combination with the characteristics of construction methods of underground engineering, such as pile foundations, foundation pits and bored tunnels, this paper systematically summarizes main underground engineering construction risks in the red bed with developed karst:water inrush and mud gushing, slurry leakage and mud pumping, as well as resultant ground surface collapse and structural damage etc., and establishes the risk models regarding various construction methods. On this basis, prevention countermeasures are put forward, such as comprehensive geological survey, pretreatment with grouting and filling, observational construction and design, as well as hydraulic balance device for emergency use.
KeywordsRed bed karst,   Underground engineering,   Risk analysis,   Countermeasures     
Cite this article:   
ZHU Weibin1, 2 ZHANG Hua3 HUANG Hui4 .Analysis of and Prevention Countermeasures for Underground Engineering Risks in Red Bed Areas with Developed Karst[J]  MODERN TUNNELLING TECHNOLOGY, 2021,V58(5): 179-186
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2021/V58/I5/179
 
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