Field investigation and numerical analysis of landslide induced by tunneling
- 1 January 2015
- journal article
- Published by Elsevier BV in Engineering Failure Analysis
- Vol. 47, 25-33
- https://doi.org/10.1016/j.engfailanal.2014.09.011
Abstract
No abstract availableKeywords
Funding Information
- National Natural Science Foundation of China (51408124)
- Natural Science Foundation of Jiangsu Province (BK20140629)
- China “Twelfth Five” Science and Technology Support Program (2012BAK24B02)
- China Postdoctoral Science Foundation (2013M541590)
This publication has 5 references indexed in Scilit:
- Forensic analysis of the instability of a large-scale slope in a coal mining operationEngineering Failure Analysis, 2013
- Forensic analysis of the failure of the foundations of a tunnel built to channel the course of a riverEngineering Failure Analysis, 2013
- Field Measurements and Numerical Analyses of Double-Layer Pipe Roof Reinforcement in a Shallow Multiarch TunnelTransportation Research Record: Journal of the Transportation Research Board, 2008
- FROM CAUSE TO EFFECT: USING NUMERICAL MODELLING TO UNDERSTAND ROCK SLOPE INSTABILITY MECHANISMSPublished by Springer Science and Business Media LLC ,2007
- Impact of mining activities upon the environment of the Slovak Republic: two case studiesJournal of Geochemical Exploration, 1999