Based on sampling and laboratory analyzing silt loading of 82 city roads and 56 suburb paved roads in Beijing, we using AP-42 emission factor model studied emission characteristics of paved road fugitive dust, and analyzed two methods to determine silt loading of different roads. The results show that silt loading of expressway, major arterial, minor arterial and collectors in city areas is 0.17, 0.34, 1.48, 2.60 g/m2 respectively, and silt loading of national road, province road, county road, village road and municipal road in the suburbs areas is 0.18, 0.56, 1.58, 3.10, 1.58 g/m2 respectively. In the city areas, using the relationship of silt loading and traffic volume,and in the suburbs areas, using the average value of different type roads to determine the silt loading are better. Silt loading and emission factor are negatively correlated with traffic volume, but the emission strength is increased with the increase of traffic volume. Emission strength of different type roads was also studied. In the city areas, emission strength of major arterial is strongest and the value is 130.2 kg/(km x d), and in the suburbs areas, emission strength of national road is strongest and the value is 43.8 kg/(km x d).
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Ecotoxicol Environ Saf
December 2024
Institute of Agricultural Resources and Environment, Guangdong Academy of Agricultural Sciences, Guangdong Key Laboratory of Nutrient Cycling and Farmland Conservation, Key Laboratory of Plant Nutrition and Fertilizer in South Region, Ministry of Agriculture and Rural Affairs, Guangzhou 510640, China. Electronic address:
Materials (Basel)
October 2024
School of Civil Engineering, Heilongjiang University, Harbin 150080, China.
In cold regions, the extensive distribution of silt exhibits limited applicability in engineering under freeze-thaw cycles. To address this issue, this study employed rice husk carbon and calcium lignosulfonate to stabilize silt from cold areas. The mechanical properties of the stabilized silt under freeze-thaw conditions were evaluated through unconfined compressive strength tests and triaxial shear tests.
View Article and Find Full Text PDFSci Rep
October 2024
Tianjin Research Institute for Water Transport EngineeringM. O. T., Tianjin, 300456, China.
Pile foundation structures are widely used in the construction of high-piled wharves in coastal soft soil areas due to their excellent adaptability to such environments. However, the extensive, deep backfilling involved in constructing these wharves can easily induce negative skin friction (NSF) on the piles, resulting in safety issues such as excessive settlement during the service life of the structures. This paper presents an indoor model experiment to examine the distribution of the THE NSF under varying pile-top loads and surcharge effects on single pile and double-sleeve pile foundations.
View Article and Find Full Text PDFGlob Chang Biol
August 2024
Thünen Institute of Climate-Smart Agriculture, Braunschweig, Germany.
Soil organic carbon (SOC) accrual, and particularly the formation of fine fraction carbon (OC), has a large potential to act as sink for atmospheric CO. For reliable estimates of this potential and efficient policy advice, the major limiting factors for OC accrual need to be understood. The upper boundary of the correlation between fine mineral particles (silt + clay) and OC is widely used to estimate the maximum mineralogical capacity of soils to store OC, suggesting that mineral surfaces get C saturated.
View Article and Find Full Text PDFEnviron Pollut
August 2024
Professor, Dept. of Civil, Materials, and Environmental Engineering, University of Illinois Chicago, 842 West Taylor St., Chicago, IL 60607, USA. Electronic address:
Clay-amended barriers are widely used to prevent hazardous leachate percolation from landfill to subsurface. The performance of these barriers is mostly evaluated through numerical simulations with limited experimental investigation through leachate flushing experiments. To bridge this gap, contaminant loading and its flushing experiments were carried out to assess the performance of clay-amended composite materials as landfill liners.
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