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Get PriceThe dynamic mechanical properties of limestone are studied with 5 types of impact pressure acting on limestone samples in axial direction in this paper. The rubber shaper with a diameter of 5 mm and thickness of 2 mm is adopted. Besides the conical punch of split pressure bar of Hopkinson with a diameter of 50 mm is also used
Get Price2003-6-1 · If the dynamic Young's modulus E d is not available, it may be estimated from knowledge of the static value by the following relationship : (7) log 10 E st =0.02+0.77 log 10 (γE d), where E st is the static Young's modulus (GPa) and γ is the density (g/cm 3). Crushing
Get PriceThe crushing of limestone requires a lot of energy, e.g. 100 to 1000 kWh/t (He et al. 2006; Wang et al. 2007). Extrusion can be regarded as a relatively slow process, lacking the economies of
Get PriceHelald is a fishing town in the central Black Sea region where construction of a rubble mound breakwater is being planned. The construction of the breakwater requires good
Get Price2009-1-1 · The in-plane dynamic crushing of 2D hexagonal-cell honeycombs has been simulated using finite elements to explore the dynamic response of cellular materials and to investigate the features of the crushing front and to examine the assumptions employed in a one-dimensional shock theory [Reid SR, Peng C. Dynamic uniaxial crushing of wood
Get PriceExperimentally obtained HGI values change between 47.7 and 97.5 for the limestone samples from Quarry-1 while it changes between 52.7 and 99.2 for the ones from Quarry-2, respectively. Calculated BWI values change between 8.98 and 12.96 kWh/ton for limestone samples from Quarry-1 while the range for Quarry-2 is 8.84–12.56 kWh/ton
Get PriceAggregate crushing value test on coarse aggregates gives a relative measure of the resistance of an aggregate crushing under gradually applied compressive load. Coarse aggregate crushing value is the percentage by weight of the crushed material obtained
Get Price2017-10-1 · 1.3. Previous works. The LA abrasion test was originally developed in the 1920s to provide a quantitative method for evaluating the quality of pavement materials (Prowell et al., 2005, Kahraman and Fener, 2007).Over time, as the LA abrasion test was incorporated into various global standards, several attempts were made to investigate the relationship of the LAV to alternate methods
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