An Experimental Study of the Effects of Filling Degree on Shear Behavior and Acoustic Emission Characteristics of Kaolinite-Filled Granite Joints
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-1085-5.pdf
Reference37 articles.
1. Barton N (1974) A review of the shear strength of filled discontinuities in rock. Bergmekanikk (Conference), Oslo, Norway
2. Barton N (1976) The shear strength of rock and rock joints. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 13(9):255–279, DOI: https://doi.org/10.1016/0148-9062(76)90003-6
3. Barton N (2008) Shear strength of rockfill, interfaces and rock joints, and their points of contact in rock dump design. Australian Centre for Geomechanics, DOI: https://doi.org/10.36487/ACG_repo/802_1
4. Chen YD, Zhao ZH (2020) Correlation between shear induced asperity degradation and acoustic emission energy in single granite fracture. Engineering Fracture Mechanics 235:107184, DOI: https://doi.org/10.1016/j.engfracmech.2020.107184
5. De Toledo PEC, Freitas MH (1993) Laboratory testing and parameters controlling the shear strength of filled rock joints. Geotechnique 43(1):1–19, DOI: https://doi.org/10.1680/geot.1993.43.1.1
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1. Erratum to: An Experimental Study of the Effects of Filling Degree on Shear Behavior and Acoustic Emission Characteristics of Kaolinite-Filled Granite Joints;KSCE Journal of Civil Engineering;2024-07-24
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