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2017, Vol. 54(3): 112-119    DOI:
Numerical Analysis of the Sensitivity of Deformation Caused by a Super Shallow-Buried Tunnel Passing under an Existing Railway
(1 Nanjing Metro Co. Ltd., Nanjing 210000; 2 Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Nanjing 210000; 3 Geotechnical Research Institute of HoHai University, Nanjing 210000)
Received null  Revised null
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