Browse > Article
http://dx.doi.org/10.12814/jkgss.2019.18.1.011

Mechanical Mechanism of Main Tunnels and Cross Passage Construction - A 3D Numerical Investigation  

Yoo, Chungsik (School of Civil and Environmental Engineering, Sungkyunkwan Univ. Natural Sciences Campus)
Shuaishuai, Cui (School of Civil Engineering, Shandong University Qianfoshan Campus)
Ke, Wu (School of Civil Engineering, Shandong University Qianfoshan Campus)
Qianjn, Zhang (School of Civil Engineering, Shandong University Qianfoshan Campus)
Zheng, Zhang (School of Civil Engineering, Shandong University Qianfoshan Campus)
Jiahui, Zhao (School of Civil Engineering, Shandong University Qianfoshan Campus)
Publication Information
Journal of the Korean Geosynthetics Society / v.18, no.1, 2019 , pp. 11-23 More about this Journal
Abstract
This paper presents the results of a three-dimensional numerical investigation into the mechanical mechanism of main tunnels and cross passage construction. Aimed at the complex space structure composed of two main tunnels and cross passage, 3D numerical model of the structure and surrounding rock was built to analyze the influence. Comparative analysis of different buried depths were carried out. The results of the study indicate that the stress concentration was occurred in the intersecting linings, especially in the opening side lining, which leads to an unfavorable form of force that is pulled up by the upper and lower sections in the intersecting linings due to the construction of the cross passage. The excavation of the cross passage also destroys the stability of the original soil layer and causes settlement of the surface and main tunnels. Practical implications of the findings are discussed.
Keywords
Subway; Cross passage; main tunnels; numerical simulation; construction mechanism;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Alhaddad, M. Murro, V. D., Acikgoz, S., et al. (2016), "Photogrammetric and conventional deformation monitoring of an existing tunnel while a new cross-passage tunnel is excavated through its concrete lining for AWAKE project at CERN". Chsm.
2 Ding, L. Y., Zhou, C., Deng, Q. X., et al. (2013), "Real-time safety early warning system for cross passage construction in Yangtze Riverbed Metro Tunnel based on the internet of things". Automation in Construction, 25-37.
3 Han, L., Guanlin, Y. E., Yuan-Hai, L. I., et al. (2016), "In-situ monitoring of frost heave pressure during cross passage construction using ground freezing method", Canadian Geotechnical Journal, 530-539.
4 Jasmine Lim, Dinesh S/O Muthu Kumarasamy, Massimo Marotta. (2017). "Latest development in Horizontal Grouting for Cross Passages in Thomson-East Coast Line C1-C2". Hulme Prize 2018.
5 Liu, J., He, M. D., Song, H. Y. (2013), "Mechanical behaviours of shield tunnel linings due to construction of cross passages", Chinese Journal of Geotechnical Engineering, 271-275.   DOI
6 Wang, D., Gao, Z., Lee, J. L., et al. (2013), "Assessment and Optimization of Soil Mixing and Umbrella Crown Applied to a Cross-Passage Excavation in Soft Soils". International Journal of Geomechanics, 04014027.   DOI
7 Yi, K. H. and Tong, S. Y. M. (2015), "Construction experiences from cross passage in very hard rock and blasting works near liningal lining". World Tunnel Conference.
8 Yoo, C. (2015), "Effect of water leakage in tunnel lining on structural performance of lining in subsea tunnels". Marine Geotechnology, 305-317.
9 Yoo, C. (2009), "Performance of multi-faced tunnelling - A 3D numerical investigation", Tunnelling & Underground Space Technology Incorporating Trenchless Technology Research, 562-573.   DOI
10 Cho, Y.-G., Shin, S.-M., Chung, E.-M., Choi, J.-H. and Yoo, C.-S. (2015), "Effect of orientation of fracture zone on tunnel behaviour during construction using model test", Korean Tunnelling and Underground Space Association, 189-204.
11 Murakami, H. and Koizumi, A. (1980), "On the behaviour of the transverse joints of a lining", The 35th Annual Conference of the JSCE, 73-86.