Probing the Hydro-mechanical Response of a Clayey Rock for Radioactive Waste Disposal Using a Transversely Isotropic Damage Constitutive Model

Author:

Yu Hongdan,Chen Weizhong,Li Fanfan,Tan Xianjun,Yang Jianping

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference54 articles.

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2. Barnichon JD, Voickaert G (2003) Observations and predictions of hydromechanical coupling effects in the Boom clay, Mol Underground Research Laboratory, Belgium. Hydrogeol J 11:193–202

3. Bastiaens W, Mertens J (2005) EDZ around an industrial excavation in Boom Clay. In: Davies C, Bernier F (eds) Proceedings of a European Commission Cluster Conference and Workshop. European Commission, Luxemburg, pp 305–309 (3-5 November 2003)

4. Bastiaens W, Bernier F, Buyens M, Demarche M, Li XL, Linotte JM, Verstricht J (2003) The extension of the HADES underground research facility at Mol, Belgium -The construction of the connecting gallery. EURIDICE report 2003

5. Bastiaens W, Bernier F, Li XL (2007) Experiments and conclusions on fracturing, self-healing and self-sealing processes in clays. Phys Chem Earth 32:600–615

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