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| 2015, Vol. 52(4): 95-100 DOI: | ||
| On the Mechanical Properties of Consolidated-Undrained Shearing for Backfill Grouting in the Nanjing Weisan Road River-Crossing Tunnel | ||
| (1 MOE Key Laboratory of Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098; 2College of Civil and Transportation Engineering, Hohai University, Nanjing 210098; 3 CCCC Tunnel Engineering Company Ltd., Beijing 100088) | ||
| Received null Revised null | ||
| Supporting info | ||
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