Evaluating the Efficiency of Pre-Grouting in Fault Zones of Tunnel and its Effect on Rock Mass Quality: A Case Study
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-023-02557-8.pdf
Reference22 articles.
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2. Barton N, Bandis S, Bakhtar K (1985) Strength, deformation and conductivity coupling of rock joints. Int J Rock Mech Min Sci Geomech Abstr 22:121–140. https://doi.org/10.1016/0148-9062(85)93227-9
3. Bu L, Li SC, Shi SS, Xie XK, Li LP, Zhou ZQ, Wen ZJ (2018) A new advance classification method for surrounding rock in tunnels based on the set-pair analysis and tunnel seismic prediction system. Geotech Geol Eng 36:2403–2413. https://doi.org/10.1007/s10706-018-0471-5
4. Chen L, Wang H, Xu X, Zhang Q, Li N, Zhang L (2019) Advance grouting test using seismic prospecting method in TBM tunneling: a case study in the water supply project from Songhua River, Jilin, China. Geotech Geol Eng 37:267–281. https://doi.org/10.1007/s10706-018-0607-7
5. Chen L, Wang H, Xu X, Zhang Y, Wang C, Song J, Han L (2020) Geological exploration using integrated geophysical methods in tunnel: a case. Geotech Geol Eng 38:1111–1119. https://doi.org/10.1007/s10706-019-01075-w
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