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http://dx.doi.org/10.9711/KTAJ.2017.19.2.179

A study on the factors influencing the segment lining design solved by beam-spring model in the shield tunnel  

Kim, Hong-moon (Dept. of Geotechnical Engr., Pyunghwa Engineering Consultants Ltd.)
Kim, Hyun-su (Dept. of Geotechnical Engr., Pyunghwa Engineering Consultants Ltd.)
Shim, Kyung-mi (Dept. of Geotechnical Engr., Pyunghwa Engineering Consultants Ltd.)
Ahn, Sung-youll (SYTEC Co., Ltd.)
Publication Information
Journal of Korean Tunnelling and Underground Space Association / v.19, no.2, 2017 , pp. 179-194 More about this Journal
Abstract
The segment lining design for shield tunnel is generally carried out by using the beam-spring model and the induced member forces from the model are strongly influenced by the components of the model such as imposed load, coefficient of subgrade reaction, location of segment joint and its stiffness. The structural models and stiffness of its connection part found used in abroad design cases is usually obtained as it is for the domestic design of segment of shield tunnel. Those models and stiffness in existing design cases are conventionally applied to a new tunnel design without any suitability review for the project. In this study, the application method of base components of the model such as the coefficient of subgrade reaction and modelling method to the segment lining design was suggested by carrying out the comparative study of the base elements for the member forces estimation of segment lining of shield tunnel.
Keywords
Segment lining; Coefficient of subgrade reaction; Structural modeling; Joint stiffness;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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