Shear Creep Failure Characteristics of Cement-Grouted Sandstone Structural Planes
The rheological behavior of rock masses governs long-term stability, yet the time-dependent properties of grouted structural planes remain insufficiently quantified. Graded shear creep tests were conducted on artificially split sandstone structural planes with controlled grout thicknesses, complemen...
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| Autori principali: | , , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
MDPI AG
2026-04-01
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| Serie: | Buildings |
| Soggetti: | |
| Accesso online: | https://www.mdpi.com/2075-5309/16/8/1585 |
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