Home | About Journal  | Editorial Board  | Instruction | Subscription | Advertisement | Message Board  | Contact Us | 中文
MODERN TUNNELLING TECHNOLOGY 2016, Vol. 53 Issue (4) :61-69    DOI:
Article Current Issue | Next Issue | Archive | Adv Search << [an error occurred while processing this directive] | [an error occurred while processing this directive] >>
Analysis of the Safe Distance between a Karst Tunnel and a Concealed Karst Cave Based on Catastrophe Theory
(1 School of Civil Engineering, Beijing Jiao Tong University, Beijing 10044; 2 Key Laboratory of Track Engineering Beijing,Beijing 100044)
Download: PDF (2452KB)   HTML (1KB)   Export: BibTeX or EndNote (RIS)      Supporting Info
Abstract Based on elastic mechanics, a nonlinear-cusp catastrophic model is built to research the safe distance between the working face and a concealed cave during excavation of a karst tunnel in accordance with catastrophe theory. Two models are established with the rock beam assumed to be an elastic beam with fixed and supported ends of unit-width and an elastic circular plate with fixed and supported periphery. Additionally, a formula is presented for the safe distance concerning catastrophe theory in a case where the working face is skewed or orthogonal to the karst cave with different sizes (i.e., the span of the karst cave is smaller or larger than the diameter of the tunnel),and the factors regarding the safe distance between the working face and the karst caves under the above different spatial states are analyzed. Based on a case study of the Shanghai-Kunming passenger dedicated line (the Guizhou section), it is determined that it is reasonable and feasible to use a cusp catastrophic model to describe the safe distance between the tunnel and concealed karst caves with different spatial states, and this model has certain guidance functions for the construction of karst tunnels.
Service
Email this article
Add to my bookshelf
Add to citation manager
Email Alert
RSS
Articles by authors
SHI Hai- 1 Bai-Ming-Zhou- 1
2 Xu-Zhao-Yi- 1 Tian- Gang
KeywordsCatastrophe theory   Karst tunnel   Concealed karst tunnel   Spatial state   Safe distance     
Abstract: Based on elastic mechanics, a nonlinear-cusp catastrophic model is built to research the safe distance between the working face and a concealed cave during excavation of a karst tunnel in accordance with catastrophe theory. Two models are established with the rock beam assumed to be an elastic beam with fixed and supported ends of unit-width and an elastic circular plate with fixed and supported periphery. Additionally, a formula is presented for the safe distance concerning catastrophe theory in a case where the working face is skewed or orthogonal to the karst cave with different sizes (i.e., the span of the karst cave is smaller or larger than the diameter of the tunnel),and the factors regarding the safe distance between the working face and the karst caves under the above different spatial states are analyzed. Based on a case study of the Shanghai-Kunming passenger dedicated line (the Guizhou section), it is determined that it is reasonable and feasible to use a cusp catastrophic model to describe the safe distance between the tunnel and concealed karst caves with different spatial states, and this model has certain guidance functions for the construction of karst tunnels.
KeywordsCatastrophe theory,   Karst tunnel,   Concealed karst tunnel,   Spatial state,   Safe distance     
Cite this article:   
SHI Hai- 1 Bai-Ming-Zhou- 1, 2 Xu-Zhao-Yi- 1 Tian- Gang .Analysis of the Safe Distance between a Karst Tunnel and a Concealed Karst Cave Based on Catastrophe Theory[J]  MODERN TUNNELLING TECHNOLOGY, 2016,V53(4): 61-69
URL:  
http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2016/V53/I4/61
 
No references of article
[1] LIU Feixiang1,2.SCDZ133 Intelligent Multi-function Trolley and Its Application in Tunnelling[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 1-7
[2] ZHOU Wenbo WU Huiming ZHAO Jun.On Driving Strategy of the Shield Machine with Atmospheric Cutterhead in Mudstone Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 8-15
[3] CHEN Zhuoli1,2 ZHU Xunguo1,2 ZHAO Deshen1,2 WANG Yunping1,2.Research on Anchorage Mechanism of Yielding Support in the Deep-buried Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 16-22
[4] WANG Quansheng.Case Study Based Analysis of Segment Division Principles of Rectangular Shield Tunnels[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 23-29
[5] ZHANG Heng1 ZHU Yimo1 LIN Fang1 CHEN Shougen1 YANG Jiasong2.Study on Optimum Excavation Height of Middle Bench in an Underground Cavern Based on Q System Design[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 30-37
[6] LI Hao.Geological Survey on Breakthrough Section of the Large-section Karst Tunnel by Radio Wave Penetration Method[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 38-42
[7] CEN Peishan1 TIAN Kunyun2 WANG Ximin3.Study on Gas Hazard Assessment of Yangshan Tunnel on Inner MongoliaJiangxi Railway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 43-49
[8] ZHU Jianfeng1 GONG Quanmei2.Centrifugal Model Test on Long-term Settlement of Shield Tunnels in Soft Soils[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 49-55
[9] CHEN Youzhou1 REN Tao2 DENG Peng2 WANG Bin3.Prediction of Tunnel Settlements by Optimized Wavelet Neural Network Based on ABC[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 56-61
[10] WANG Dengmao TENG Zhennan TIAN Zhiyu CHEN Zhixue.Reflection on Disease Treatment and Design Issues of Unconventional Rockburst of Bamiao Tunnel on Taoyuan-Bazhong Highway[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 62-68
[11] WU Shuyuan1 CHENG Yong1 XIE Quanmin2 LIU Jiguo1 CHEN Biguang1.Analysis on the Causes of the Large Deformation of Surrounding Rocks of Milashan Tunnel in Tibet[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 69-73
[12] WANG Sui1,2,3 ZHONG Zuliang3 LIU Xinrong3 WU Bo1,2,4 ZHAO Yongbo1,2 LI Zhantao1,2.D-P Yield Criterion Based Elastoplastic Solution of the Circular Pressure Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 74-80
[13] LI Ming YAN Songhong PAN Chunyang ZHANG Xubin.Analysis of Fluid-Solid Coupling Effect during Excavation of the Water-rich Large-section Loess Tunnel[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 81-88
[14] ZHANG Kai1 CHEN Shougen2 HUO Xiaolong3 TAN Xinrong4.Extension Assessment Model for the Risk of Water Inflow in Karst Tunnels and Its Application[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 89-96
[15] LI Jie1 ZHANG Bin1 FU Ke1 MA Chao1 GUO Jingbo1 NIU Decao2.Site Data Based Prediction of Shield Driving Performance in Compound Strata[J]. MODERN TUNNELLING TECHNOLOGY, 2019,56(4): 97-104
Copyright 2010 by MODERN TUNNELLING TECHNOLOGY