Impact compressive response of dry sand
Witryna4 lip 2024 · The dynamic response, energy dissipation and particle-breaking behaviors of sand subjected to high-speed impact were investigated. Sand specimens with moisture contents of 0%, 2%, 4%, 8%, 10% and 12% and relative densities of 0.1, 0.5 and 0.9 were prepared. The variation in the strain rate was controlled between 90 s -1 and … Witryna22 lip 2024 · H. Luo, H. Lu, W. L. Cooper, and R. Komanduri, “Effect of mass density on the compressive behavior of dry sand under confinement at high strain rates,” …
Impact compressive response of dry sand
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Witryna26 sie 2024 · In the field of soil drying methods, rapid microwave heating is progressively replacing conventional techniques. Due to the specific heat transport caused by microwaves, the drying process can significantly modify soil structure, which, in turn, can influence mechanical and filtration characteristics. In this study, we compared … WitrynaEngineered cementitious composite (ECC) was discovered as a new substitute of conventional concrete as it provides better results in terms of tensile strain, reaching beyond 3%. From then, more studies were done to partially replace crumb rubber with sand to achieve a more sustainable and eco-friendlier composite from the original …
WitrynaIn both dynamic and quasi-static experiments, the 1.50×10 3 kg/m 3 dry sand, confined with a polycarbonate tube, had the same dimensions, making the strain rate the only … Witryna1 cze 2024 · It can be observed that the stress–strain response of partially saturated sand generally stiffens with increasing initial dry density prior to water lock-up, while stiffening decreases with increasing saturation. An increase in confinement rigidity causes a rise in stiffness with lock-up occurring only in specimens confined in steel …
Witryna8 sty 2013 · The nearly uniaxial stress-strain curves exhibit an elastic-plastic behavior, whereas the uniaxial stress-strain curves show a brittle behavior. The compressive … WitrynaUniaxial compressive behavior of Mason sand, a poorly-graded local sand supplied by Colorado Materials (Longmont, CO), was investigated on a long split Hopkinson pressure bar. Sand grains were confined inside a hardened steel tube and capped by tungs
Witryna1 sie 2007 · Abstract. The dynamic compaction of sand was investigated experimentally and computationally to stresses of 1.8 GPa. Experiments have been performed in the …
Witryna31 paź 2024 · As compared with dry soils, water plays more significant role, for load-bearing capability than the sand grains. The soil with lower clay/sand ratios has stiffened the mechanical properties under water saturated state, and pure clay and pure sand have reduced mechanical properties. 15.4 Conclusions bits isa cutoffWitryna22 paź 2024 · In this paper, a split Hopkinson pressure bar (SHPB) apparatus is used to conduct impact tests on two types of coral sand to investigate mechanical behavior. Using this approach, compressive stress-strain curves of the one-dimensional strain state are obtained, with strain rates ranging from 460 s −1 to 980 s −1. data protection training for staff pptWitryna1 lis 2012 · In a uniaxial test a sample of sand is compressed axially while lateral strains are prohibited. There are three main mechanisms governing response of sand in uniaxial compression: (1) elastic compression of individual sand grains; (2) slippage and rearrangement of grains; (3) grain crushing. bitsit asWitryna1 cze 2009 · The results show that the compressive response of the dry sand is not sensitive to strain rate under the loading conditions in this study, but significantly … data protection training for staff freeWitryna1 mar 2014 · The dynamic compressive behavior of sorted and unsorted Eglin sand (Quikrete #1961 sand quarried in Pensacola, FL) under confinement was characterized under dry or moisture conditions at strain rates near 600 s−1 using a long split Hopkinson pressure bar, respectively. data protection training freeWitrynaThe sands varied in grading and angularity, though at a strain rate of 103s−1the results for all three sands indicated a reduction in stiffness in 20% saturated samples compared to the dry sand, followed by a stiffening response for saturations of 40−100%, with the onset of lock-up behaviour varying between sands. data protection training for managersWitryna1 cze 2024 · The results showed a notable reduction of concrete strengths with an increase in sludge replacement. The compressive strength of 1% replacement at a … data protection training online