Numerical Analyses of the Karnaphuli Tunnel Lining

Hossain, Musaddik; Pranto, Md. Golam Ahmed; Mustafiz, Tonumoy

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dc.contributor.author	Hossain, Musaddik
dc.contributor.author	Pranto, Md. Golam Ahmed
dc.contributor.author	Mustafiz, Tonumoy
dc.date.accessioned	2020-10-18T16:20:40Z
dc.date.available	2020-10-18T16:20:40Z
dc.date.issued	2018-11-15
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Study of distributionproperties of water and earth pressure at excavation face and in chamber of earth pressure balance shield with super-large diameter. Rock Soil Mech. 33 (9), 2713–2718 (in Chinese). 26. Hou, Y.M., Zheng, Y.F., Yang, G.X., Ge, X.R., Qiu, Y.H., 2013. Measurement and analysis of ground settlement due to EPB shield construction. Rock Soil Mech. 34 (1), 235–242 (in Chinese). 27. Huang, R., 2008. Overview of Shanghai Yangtze river tunnel project. In: Huang, R. (Ed.), The Shanghai Yangtze River Tunnel: Theory, Design and Construction. Taylor & Francis Group, London, pp. 3–18. 28. Huang, X., Huang, H.W., Zhang, J. 2012. Flattening of jointed shield-driven tunnelinduced by longitudinal differential settlements. Tunn. Undergr. Space Technol. 31, 20–32. Knothe, S., 1957.	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/540
dc.description	Supervised by Prof. Dr. Hossain MD. Shahin	en_US
dc.description.abstract	Though underground tunnel construction is a common practice in developed countries, it is totally a new concept for a developing country like Bangladesh. This research deals with tunnel project under the river Karnaphuli, Bangladesh. As the soil condition of Bangladesh is not ideal for large scale construction, the construction of Karnaphuli tunnel posses many challenges like – extensive settlement, erosion of river bed, water pressure and proper tunnel lining design. For numerical analysis of tunnel lining FEM-tij 2D a finite element programme has been used. Soil parameters of Karnaphuli River were collected from the soil investigation report conducted by China Communications Second Highway Survey, Design and Research Institute Co., Ltd. A numerical method Beam spring model was also simulated to compare the results between FEM analysis and BSM. It was observed that in FEM-tij model, simulation of tunnel lining behavior as per practical situation enables higher safety factor comparing the result of beam spring model	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Civil and Environmental Engineering, Islamic University of Technology, Board Bazar, Gazipur, Bangladesh	en_US
dc.subject	Finite Element Method, FEM-tij 2D, Mesh, Settlements, Ground Condition, Forces, Beam Spring Model.	en_US
dc.title	Numerical Analyses of the Karnaphuli Tunnel Lining	en_US
dc.type	Thesis	en_US