Role Of Fine Particles Research Articles

On the undrained shear behavior of sand mixtures with non-plastic fines subjected to large shear displacement

Fluidized landslides pose significant hazards owing to the catastrophic failure and flow-like behavior with high mobility and long traveling distances. Non-plastic fines can be abundant in many fluidized landslides with 30%–40% content of relatively fine-grained particles. However, the role of fine particles in the initiation and movement of these landslides is not well understood. To investigate the effects of non-plastic fines content (FC) on the undrained shear behavior of the mixture, undrained ring shear tests were performed on mixtures of silica sand (D50 = 0.16 mm) with varying weight proportions of non-plastic fines (D50 = 0.035 mm) with different initial densities. We showed that liquefaction potential increased as fines content increased and initial density decreased. Peak strength (τp), steady-state strength (τss), and total dissipated shear energy to the steady state (Wss) increased against increasing density of the sample. Given the same initial density, τp, τss, and Wss decreased with the increases of FC. Using intergranular void ratio (es) and equivalent intergranular void ratio (es⁎), we found that plots of τp, τss, and Wss against es⁎ merged to a relatively narrow domain, indicating es⁎ can serve as a comprehensive indicator for evaluating the FC's effects on undrained shear behavior. An optimum es⁎ existed for the mixtures, which corresponds to the minimal brittleness index IB, that is used for analyzing liquefaction associated with post-failure behavior. The Wss in the log scale continuously decreased with increasing es⁎. We inferred that the addition of fine particles could change the inter-particle force transfer. When the FC increases, a greater proportion of fines can actively engage in the forces transferring structure as active fine particles, resulting in increasing liquefaction potential and reducing the energy dissipation throughout the entire shearing process of the saturated mixtures, thereby facilitating the fluidization and mobility of landslides. This study provides an evaluation of the full liquefaction process of fines-rich mixtures and further explains the fines' role in the high mobility of fluidized landslides based on the energy dissipation view.

The Role of Fine Particles (PM 2.5) in the Genesis of Atherosclerosis and Myocardial Damage: Emphasis on Clinical and Epidemiological Data, and Pathophysiological Mechanisms.

Due to the fact that atherosclerotic cardiovascular diseases (CVDs) dominate in the structure of morbidity, disability and mortality of the population, the study of the risk factors for the development of atherosclerotic CVDs, as well as the study of the underlying pathogenetic mechanisms thereof, is the most important area of scientific research in modern medicine. Understanding these aspects will allow to improve the set of treatment and preventive measures and activities. One of the important risk factors for the development of atherosclerosis, which has been actively studied recently, is air pollution with fine particulate matter (PM 2.5). According to clinical and epidemiological data, the level of air pollution with PM 2.5 exceeds the normative indicators in most regions of the world and is associated with subclinical markers of atherosclerosis and mortality from atherosclerotic CVDs. The aim of this article is to systematize and discuss in detail the role of PM 2.5 in the development of atherosclerosis and myocardial damage.

Gas-particle partition and size-segregated distribution of flame retardants in indoor and outdoor air: Reevaluation on the role of fine particles in human exposure

In this study, we investigated the distribution of brominated and organophosphate flame retardants (BFRs and OPFRs) in the paired gaseous and nine size-segregated particulate samples collected from 8 typical indoor compartments and monthly outdoor in Xinxiang, China, respectively. For the indoor environments, total concentrations of FRs (Σ19FRs) in bulk air ranged from 3.9 ng/m3 to 37.5 ng/m3, with that in children recreation center (37.5 ng/m3) and furniture store (28.7 ng/m3) showing highest levels. In the outdoor air, Σ19FRs ranged from 3.1 ng/m3 to 13.6 ng/m3 among the 12 months, with that from late spring and summer being the highest. OPFRs had higher concentration than BFRs, with the total concentration of OPFRs accounting for 77%–99% of ∑19FRs. TCIPP (tris(chloroiso-propyl) phosphate), TCEP (tris(2-chloroethyl) phosphate), TEP (triethyl phosphate) and DBDPE (decabromodiphenyl ethane), BDE-209 (decabromodiphenyl ether) were the predominant analogs. Specifically, BFRs tended to enrich in gas phase indoors and coarse particles (aerodynamic diameters >3.3 μm) outdoors, but OPFRs mainly distributed in coarse particles both indoors and outdoors. The size distribution patterns varied among FRs, with the higher volatile FRs (e.g., TCEP, TCIPP) distributed more uniformly across particulate size. Although the distribution patterns of FRs in air were driven by multiple factors, organic carbon and element carbon in particulate matter had an influence to a certain extent. Health risks from exposure to FRs were characterized via the hazard quotient approaches. The total noncarcinogenic risks of ∑16FRs from inhalation were higher than that from air to skin transport, and the risks resulted from coarse particle-bound ∑16FRs (>3.3 μm) and gas phase were both significantly higher than that from fine fraction (<3.3 μm) in all scenarios, implying that FRs in coarse particles should not be underestimated.

Particle-scale insight into transitional behaviour of gap-graded materials – small-strain stiffness and frequency response

This study aims to develop a fundamental understanding of the role of fine particles on the small-strain stiffness of gap-graded granular soils. Stiffness was measured using cyclic triaxial probes, which give a measure of static stiffness, and dynamic wave propagation data, from which the dynamic stiffness can be measured. Assemblies of loosely packed spherical particles were considered. In the laboratory, local deformation transducers were used to measure the static stiffness, while the dynamic stiffness was calculated from stress wave velocities, measured using planar piezoelectric elements. To relate the particle-scale responses to the overall soil stiffness, complementary discrete element method (DEM) simulations were performed in which both static and dynamic stiffnesses were measured. Both the laboratory and the DEM data indicate that at low fines contents (&lt; 30%) the stiffness decreases with increasing fines content. When the fines content increases from 30% to 35% there is a sharp increase in stiffness with increasing fines content; this is understood to mark the transition point at which the fines start to contribute significantly to the overall behaviour. Analyses of the frequency domain response of shear wave signals revealed that the lowpass frequency increases significantly at this transition point. This observation can be used to develop experimental interpretation protocols to assess to what extent fines are contributing to the overall soil stiffness.

The role of fine particles on compaction and tensile strength of pharmaceutical powders

The role of fine particles on compaction of powders and the resultant compact was studied experimentally. Samples of powders were prepared by successively removing fine particles from microcrystalline cellulose and lactose monohydrate powders. This method of preparing samples is unique compared to previous studies on particle size distribution, and allows for a better analysis of the role of fine particles. For each sample, the role of fine particles on the initial relative density of the materials during die filling, the compaction profile, the in-die elastic recovery during unloading of compaction force, and the tensile strength of the corresponding tablet was investigated. It was found that the initial relative density during the die filling process and early phase of compaction decreased as a portion of the fine particles was reduced. However, this difference in the relative density during the early stage disappeared at higher compaction forces. The peak compaction pressure, elastic recovery, and the compact's tensile strength remained the same regardless of the amount of fine particles, when plotted as a function of the relative density. These results indicate that the fine particles affect the initial packing, but not the compaction of these powders and the tensile strength of the compacts.

Fine-dispersed particles in the natural and anthropogenic geosystems

The results of studying the finely dispersed particles in the natural and anthropogenic geosystems are briefly reviewed. The analysis is confined to the solid Earth, the troposphere, and the stratosphere. Definitions are given for the main fine-dispersed objects in geophysics (nanocrystals, nano- and microscale particles, nanoclusters, nanoporous materials, colloidal particles, aerosols, etc.). The specific mechanical properties of nanoobjects are outlined, and the limiting particle sizes at which these particularities are significant are estimated. The studies of fine-dispersed particles formed in the experiments on destruction of rocks are described. The role of fine particles in the Atmospheric Brown Clouds is discussed, and the effect of these clouds on the climatic changes is analyzed. Participation of fine particles in the interactions between the geospheres is considered by the examples of extraterrestrial dust, eruption of the Eyjafjallajokull volcano, and vortex entrainment of the fine particles from the troposphere into the stratosphere.

The role of fine particles in the exchange between surface and hyporheic zone in a forested sandstone stream (Weidlingbach, Austria)

(2000). The role of fine particles in the exchange between surface and hyporheic zone in a forested sandstone stream (Weidlingbach, Austria) SIL Proceedings, 1922-2010: Vol. 27, No. 1, pp. 472-475.