In the Ulan Buh Desert, which is located in a seasonally frozen region, a frozen soil layer can appear in the winter after the wind erosion of dry sand from the surface of a mobile sand dune, thus altering the wind-sand transport process. To clarify the wind-sand transport pattern after the emergence of a frozen soil layer, this study used wind tunnel experiments to study the variations in the wind erosion rate and sediment transport pattern of frozen and nonfrozen desert soil with different soil moisture contents (1-5%). The results revealed that the relationships of the wind speed, soil moisture content and wind erosion rate are in line with an exponential function, and the wind erosion rate decreases by 6-52% after the desert soil is frozen. When the soil moisture content of the nonfrozen desert and frozen desert soil is 4% and 3%, respectively, the wind erosion rate of the soil can be reduced by more than 65% compared with that of natural dry sand (soil moisture content of 0.28%), i.e., the wind erosion rate can be effectively reduced. The sediment transport rate of nonfrozen desert soil decreases with increasing height, with an average ratio of approximately 65% for saltation. The sediment transport rate of frozen desert soil first increases but then decreases with increasing height, with an average ratio of approximately 80% for saltation. When sand particles hit the source of frozen desert soil, the interaction between particles and bed surface is dominated by the process of impact and rebound, so that more particles move higher, and some sand particles move from creep to saltation. In summary, freezing has an inhibitory effect on the wind-sand activity of desert soil, and freezing makes it easier for sand to move upwards.

Desertification is a global environmental issue that significantly threatens ecosystem stability and vegetation restoration in arid regions. This study proposes a multiple treatment strategy combining Artemisia sphaerocephala Krasch. gum (ASKG) with Enzyme-Induced Carbonate Precipitation (EICP) to enhance wind erosion control and seed germination. The effects of this approach were evaluated through field experiments. The results showed that single EICP treatment improved soil water retention and surface strength. However, high-concentration EICP treatment (>= 0.2 mol/L Cementation Solution, CS) induced salt stress, which suppressed plant survival. In contrast, when low-concentration EICP (0.1 mol/L CS) was combined with ASKG, a stable crust formed, improving surface strength and crust thickness, while preventing damage to the crust during early plant growth. The addition of 1.0 g/L ASKG reduced wind erosion depth by 67%, increased average moisture content to 7.4%, and promoted better seed germination, showing strong ecological compatibility and long-term stability. Furthermore, the second EICP treatment optimized the soil pore structure by adding CaCO3 precipitates, which increased average moisture content to 10.6% and increased surface strength by 114.5%. Microstructural analysis revealed that ASKG formed film or mesh structure around CaCO3 crystals, enhancing soil wind erosion resistance and water retention. Overall, the findings suggest that the multiple treatment strategy of EICP combined with ASKG successfully overcomes the ecological limitations of traditional high-concentration EICP, providing a sustainable solution for wind erosion control and vegetation restoration in desert areas.

Erosion is regarded as a significant global concern caused by the inferior engineering characteristics of soils, encompassing their susceptibility to collapse and high porosity as well as their limited strength. These attributes render soils prone to the adverse consequences of erosion, which can have far-reaching implications for the environment, infrastructure, and human settlements. In order to counteract the detrimental effects of erosion, a range of engineering strategies have been devised, with the most innovative and sustainable approach being the microbially induced calcite precipitation (MICP) technique. This review article investigates past studies on the MICP technique as a potential sustainable stabilization method for controlling different kinds of erosion, including wind erosion, rainfall erosion, coastal erosion, internal erosion, and jet erosion. This comprehensive review first examines the various factors that affect the MICP method in controlling soil erosion, underscoring the significance of integrating supplementary chemical, mechanical, and ecological approaches with this biomediated approach. The study then delves into the effectiveness of the MICP method for erosion mitigation through an in-depth discussion of real-world applications and the durability of MICP-treated soils under harsh climatic conditions, such as freeze-thaw and wet-dry cycles. In addition, the study also highlights the existing limitations and challenges associated with stabilizing erosive soils using the MICP technique, including environmental and economic aspects. By identifying these limitations, the review sets the stage for future research opportunities to overcome the current barriers and further advance the application of MICP for effective soil erosion mitigation. The current research contributes to advancing MICP as an effective and sustainable solution for soil erosion control.

The utilization of mulch stands as a paramount approach in the management of wind erosion and the stabilization of soil and drifting sands. This study aimed to explore the impact of various concentrations of spent liquor (20 %, 30 %, and 50 % v/v) derived from SO2-ethanol-water (SEW) fractionation of Eucalyptus wood on the physical and mechanical properties of sand. These properties encompassed moisture content, thickness, temperature, electrical conductivity (EC), wind erodibility, penetration resistance, and seed germination. The findings revealed that the highest compressive strength (0.76 MPa) was attained with mulch consisting of 50 % SEW spent liquor, resulting in a 3.3-fold increase in penetration resistance compared to the control treatment. Furthermore, the 20 % concentration of spent liquor did not adversely affect the germination of black saxaul (Haloxylon ammodendron), whereas the lowest seed germination rate was associated with the 50 % concentration. Based on the measured parameters, the optimal mulch treatment for stabilizing drifting sands was identified as mulch with a 50 % (v/v) concentration. This study underscores the efficacy of SEW spent liquor in dust control and mitigating its environmental impacts, thus highlighting its potential in sustainable soil management practices.

In this study, native ureolytic bacteria were isolated from copper tailings soils to perform microbial-induced carbonate precipitation (MICP) tests and evaluate their potential for biocement formation and their contribution to reduce the dispersion of particulate matter into the environment from tailings containing potentially toxic elements. It was possible to isolate a total of 46 bacteria; among them only three showed ureolytic activity: Priestia megaterium T130-1, Paenibacillus sp. T130-13 and Staphylococcus sp. T130-14. Biocement cores were made by mixing tailings with the isolated bacteria in presence of urea, resulting similar to those obtained with Sporosarcina pasteurii and Bacillus subtilis used as positive control. Indeed, XRD analysis conducted on biocement showed the presence of microcline (B. subtilis 17%; P. megaterium 11. 9%), clinochlore (S. pasteurii, 6.9%) and magnesiumhornblende (Paenibacillus sp. 17.8%; P. megaterium 14.6%); all these compounds were not initially present in the tailings soils. Moreover the presence of calcite (control 0.828%; Paenibacillus sp. 5.4%) and hematite (control 0.989%; B. subtilis 6.4%) was also significant unlike the untreated control. The development of biofilms containing abundant amount of Ca, C, and O on microscopic soil particles was evidenced by means of FE-SEM-EDX and XRD. Wind tunnel tests were carried out to investigate the resistance of biocement samples, accounted for a mass loss five holds lower than the control, i.e., the rate of wind erosion in the control corresponded to 82 g/m2h while for the biocement treated with Paenibacillus sp. it corresponded to only 16.371 g/m2h. Finally, in compression tests, the biocement samples prepared with P. megaterium (28.578 psi) and Paenibacillus sp. (28.404 psi) showed values similar to those obtained with S. pasteurii (27.102 psi), but significantly higher if compared to the control (15.427 psi), thus improving the compression resistance capacity of the samples by 85.2% and 84.1% with respect to the control. According to the results obtained, the biocement samples generated with the native strains showed improvements in the mechanical properties of the soil supporting them as potential candidates in applications for the stabilization of mining liabilities in open environments using bioaugmentation strategies with native strains isolated from the same mine tailing.

Wind erosion along the Qinghai-Tibet Railway causes sand hazard and poses threats to the safety of trains and passengers. A coupled land-surface erosion model (Noah-MPWE) was developed to simulate the wind erosion along the railway. Comparison with the data from the Cs-137 isotope analysis shows that this coupled model could simulate the mean erosion amount reasonably. The coupled model was then applied to eight sites along the railway to investigate the wind-erosion distribution and variations from 1979 to 2012. Factors affecting wind erosion spatially and temporally were assessed as well. Majority wind erosion occurs in the non-monsoon season from December to April of the next year except for the site located in desert. The region between Wudaoliang and Tanggula has higher wind erosion occurrences and soil lose amount because of higher frequency of strong wind and relatively lower soil moisture than other sites. Inter-annually, all sites present a significant decreasing trend of annual soil loss with an average rate of - 0.18 kg m(-2) a(-1) in 1979-2012. Decreased frequency of strong wind, increased precipitation and soil moisture contribute to the reduction of wind erosion in 1979-2012. Snow cover duration and vegetation coverage also have great impact on the occurrence of wind erosion.