In view of the pollution of unpaved road dust in the current mines, this study demonstrated the excellent dust suppression performance of the dust suppressant by testing the dynamic viscosity, penetration depth and mechanical properties of the dust suppressant, and apply molecular dynamics simulations to reveal the interactions between substances. The results showed that the maximum dust suppression rate was 97.75 % with a dust suppressant formulation of 0.1 wt% SPI + 0.03 wt% Paas + NaOH. The addition of NaOH disrupts the hydrogen bonds between SPI molecules, which allows the SPN to better penetrate the soil particles and form effective bonding networks. The SPI molecules rapidly absorb onto the surface of soil particles through electrostatic interactions and hydrogen bonds. The crosslinking between SPI molecules connects multiple soil particles, forming larger agglomerates. The polar side chain groups in the SPN interact with soil particles through dipole-dipole interactions, further stabilizing the agglomerates and resulting in an enhanced dust suppression effect. Soil samples treated with SPN exhibited higher compressive strength values. This is primarily attributed to the stable network structure formed by the SPN dust suppressant within the soil. Additionally, the SPI molecules and sodium polyacrylate (Paas) molecules in SPN contain multiple active groups, which interact under the influence of NaOH, restricting the rotation and movement of molecular chains. From a microscopic perspective, the SPN dust suppressant further strengthens the interactions between soil particles through mechanisms such as liquid bridge forces, which contribute to the superior dust suppression effect at the macroscopic level.

Recently, significant progress has been made in conceptually describing the dynamic aspects of coarse particle entrainment, which has been explored experimentally for open channel flows. The aim of this study is to extend the application of energy criterion to the low mobility aeolian transport of solids (including both natural sediment and anthropogenic debris such as plastics), ranging from incomplete (rocking) to full (rolling) entrainments. This is achieved by linking particle movements to energetic flow events, which are defined as flow structures with the ability to work on particles, setting them into motion. It is hypothesized that such events should impart sufficient energy to the particles, above a certain threshold value. The concept's validity is demonstrated experimentally, using a wind tunnel and laser distance sensor to capture the dynamics of an individual target particle, exposed on a rough bed surface. Measurements are acquired at a high spatiotemporal resolution, and synchronously with the instantaneous air velocity at an appropriate distance upwind of the target particle, using a hot film anemometer. This enables the association of flow events with rocking and rolling entrainments. Furthermore, it is shown that rocking and rolling may have distinct energy thresholds. Estimates of the energy transfer efficiency, normalized by the drag coefficient, range over an order of magnitude (from about 0.001 to 0.0048 for rocking, up to about 0.01, for incipient rolling). The proposed event-based theoretical framework is a novel approach to characterizing the energy imparted from the wind to the soil surface and could have potential implications for modelling intermittent creep transport of coarse particles and related aeolian bedforms.

The tall building construction sector has recently exhibited an increasing development, especially in Europe. This activity is aligned with European policies regarding soil conservation and social housing. Due to their slenderness, such structures are particularly sensitive to wind and earthquake loads. Nevertheless, current building codes, standards, and most scientific literature neglect the interaction of these events as simultaneity has always been considered a rare design case due to the limited effect on the structural elements. The present work carries out a careful statistical investigation on the occurrence of strong earthquakes accompanied by a wind load event, characterized by non-negligible daily mean-wind velocities in Italy, where more than onethird of its area is occupied by high mountains, limiting the urban development to confined zones. Subsequently, the effect of the simultaneous occurrence of earthquake and wind loads has been studied, both from the numerical and experimental points of view (i.e., shaking table and wind tunnel tests) to evaluate the consequences on structural and non-structural elements (e.g., fa & ccedil;ades) of a building case study. Results show that the cumulative effect of typical and noncatastrophic daily mean wind velocity (i.e., in the range of 5-10 m/s at 10 m from the ground) and a typical and non-catastrophic seismic daily shock (i.e., with magnitude in the range of 3-5), can trigger large inter-story drift ratio values and fatigue, causing damage to non-structural elements - like fa & ccedil;ades - and consequently a risk for occupants and high economic losses.