Evaluating the Effect of Grouting on the Strength of Foliation of Metamorphic Rocks
Author:
Funder
Ministry of Science and Technology, Taiwan
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s00603-023-03675-8.pdf
Reference42 articles.
1. Adhikary DP, Dyskin AV (2007) Modelling of progressive and instantaneous failures of foliated rock slopes. Rock Mech Rock Eng 40(4):349–362. https://doi.org/10.1007/s00603-006-0085-8
2. Alam MR, Swamidas ASJ, Gale J, Munaswamy K (2008) Mechanical and physical properties of slate from Britannia Cove, Newfoundland. Can J Civ Eng 35(7):751–755. https://doi.org/10.1139/L08-042
3. Amadei B (1983) Rock anisotropy and the theory of stress measurement. Springer, Heidelberg. https://doi.org/10.1007/978-3-642-82040-3
4. Attewell PB, Sandford MR (1974) Intrinsic shear strength of a brittle, anisotropic rock-I: experimental and mechanical interpretation. Int J Rock Mech Min Sci Geomech Abstr 11(11):423–430. https://doi.org/10.1016/0148-9062(74)90453-7
5. Aydan Ö, Kawamoto T (1992) The stability of slopes and underground openings against flexural toppling and their stabilisation. Rock Mech Rock Eng 25(3):143–165. https://doi.org/10.1007/BF01019709
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