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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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Päätekijät: Wenqi Ding, Fengshu Li, Qingzhao Zhang, Chenjie Gong, Dong Zhou
Aineistotyyppi: Artigo
Kieli:Inglês
Julkaistu: MDPI AG 2026-04-01
Sarja:Buildings
Aiheet:
creep
grouted rock mass
structural plane
long-term strength
failure mechanism
SEM analysis
Linkit:https://www.mdpi.com/2075-5309/16/8/1585
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