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2018, Vol. 55(4): 122-131 DOI: | ||
3D FEM Analysis of the Positive Bending Capacity for Rectangular Shield Tunnel Segment Joints with a Connector Box | ||
(1 School of Highway, Chang′an University, Xi′an 710064; 2 Department of Geotechnical Engineering, Tongji University, Shanghai 200092; 3 Key Laboratory of Geotechnical and Underground Engineering, Ministry of Education, Tongji University, Shanghai 200092;4 Shanghai Urban Construction Design & Research Institute, Shanghai 200011) | ||
Received null Revised null | ||
Supporting info | ||
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