Mechanical Properties and Damage Evolution of Shield Tunnel Spoil Solidified with Basalt Fiber-Reinforced Low-Carbon Cementitious Materials Under Drying-Wetting Cycles. [PDF]
Li Y, Zhang H, Zhao X.
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Quantitative characterization of cracking and debonding behaviors of sandstone containing an inverted U-shaped inclusion. [PDF]
Liu X +6 more
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Mechanical properties and microscopic damage of sandstone under prolonged tailings water immersion. [PDF]
Li M +5 more
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Multi-scale mechanistic evaluation of reactivity balance in metakaolin-nano-CaCO<sub>3</sub> systems for high-performance stabilization of problematic clays. [PDF]
Hosseinzadeh M, Abdollahi M.
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Synergistic effects of surfactants and compound acids on the mechanical and microscopic properties of coal. [PDF]
Liu R +5 more
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Study on the Physico-Mechanical Properties and Damage Mechanisms of Weakly Cemented Sandstone under Freeze-Thaw Cycles. [PDF]
Tan S, Wang N, Li W, Zhou L, Yu M.
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Reliable determination of the Hoek brown Mi parameter in brittle rocks using the maximum secant modulus criterion in multistage triaxial test. [PDF]
Kordloo V, Talkhablou M, Sheikhani FA.
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The influence of fiber reinforcement on the physico-mechanical properties and microstructure of artificial stones with marble and quartzite waste aggregates. [PDF]
Uromeihy A +3 more
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In this study, two limestone quarries, namely Quarry-1 and Quarry-2 were investigated in terms of the Schmidt Hammer Rebound (SHR) distribution. A total of 518 points, i.e., 158 points for Quarry-1 and 360 points for Quarry-2, were tested and evaluated in terms of SHR, respectively.
Candan Bilen
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