Stability Implications of Non-Persistent Joints in Large-Section Tunnel Sourrounding Rock
In the construction of large-span tunnels, the degree of joint development within the surrounding rock demonstrates heightened sensitivity and exerts a critical influence on the stability of the rock mass. To gain deeper insight into the influence of non-
Chen Jianfeng
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Local shear mechanical behavior of rock joint under constant normal load. [PDF]
Wang W, Ma H, Dai C, Qian J.
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Delineating homogeneous zones for rock joint wall mechanical properties in open-pit mine slope based on a multi-indicator stacked generalization model. [PDF]
Yu X +5 more
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A Description for Rock Joint Roughness Based on Terrestrial Laser Scanner and Image Analysis. [PDF]
Ge Y +5 more
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Analysis of the impact of rock joint cracks on blastability of burnt rock in Xinjiang open pit coal mines. [PDF]
Song Z, Wen Y, Jia Z.
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Failure mechanisms and energy evolution of jointed rock-like materials under triaxial compression: experimental and numerical simulation study. [PDF]
Dou H +5 more
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Effects of type and thickness of joint infill materials on gamma radiation attenuation in rock masses: experimental and numerical investigations. [PDF]
Golmohammadi S +2 more
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Shear Mechanical Properties and Damage Deterioration of Anchored Sandstone-Concrete Under Freeze-Thaw Cycles. [PDF]
Liu T, Zeng Q, Cai W, Cao P.
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True triaxial hydraulic fracturing experiments and FDEM simulation study of coal-measure rock strata. [PDF]
Ma J, Dong G, Wang H, Li X.
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Study on the mechanical behavior and fracturing mechanism of rock containing two unparallel prefabricated fissures under uniaxial loading. [PDF]
Li J, Wei Y, Wang T.
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