Experimental study on grouting seepage characteristics of single-fracture specimen under three-dimensional stress

Author:

Zhu Hexuan,Han LijunORCID

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference44 articles.

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2. Bai QS, Tibbo M, Nasseri MHB, Young RP (2019) True triaxial experimental investigation of rock response around the mine-by tunnel under an in situ 3d stress path. Rock Mech Rock Eng 52(10):3971–3986

3. Barbier E (2002) Geothermal energy technology and current status: an overview. Renew Sustain Energy Rev 6(1–2):3–65

4. Barton N, de Quadros EF (1997) Joint aperture and roughness in the prediction of flow and groutability of rock masses. Int J Rock Mech Min Sci 34(3–4):252–252

5. Butron C, Axelsson M, Gustafson G (2009) Silica sol for rock grouting: Laboratory testing of strength, fracture behaviour and hydraulic conductivity. Tunn Undergr Space Technol 24(6):603–607

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