Experimental study on size effect of shear strength of joints with different infill ratios
To address the shortcomings of the existing studies on the size effect of shear strength of rock joints, which do not consider the effects of differences in the filling degree. Firstly, four continuous-size natural joint morphologies with the similar average asperity height and average undulation an...
Αποθηκεύτηκε σε:
| Κύριος συγγραφέας: | |
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| Μορφή: | Artigo |
| Γλώσσα: | Inglês |
| Έκδοση: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2024-09-01
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| Σειρά: | Yantu gongcheng xuebao |
| Θέματα: | |
| Διαθέσιμο Online: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20230549 |
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