seasonal freezing
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Author(s):  
V. S. Churilin ◽  
G. V. Pushkareva

The problem of the inter-repair time of automobile roads in Russia can be solved by the reinforcing the subgrade soils with cement. Soil is a multicomponent system affecting the deformation and strength properties of the composition (cement and soil). The cement-soil composition has drawbacks, especially in seasonal freezing regions, which affects its durability.In order to increase the composition efficiency, the Nicoflok polymer-mineral additive is used to strengthen subgrade with cement. However, the influence of the type regional and genetic soil on strength properties of the cement-soil + Nicoflok composition is yet studied.The paper presents the factor analysis of the influence of soil genetics on the composition strength properties. The study of the multicomponent system includes the response surface of the soil genetics on the strength properties of the composition. Additional studies are required to move from the qualitative evaluation of the soil genetics on the composition (cement-soil + Nicoflok) to the quantitative evaluation. These studies must be carried out according to a single scheme, which regards the seasonal freezing of subgrade soils in the northern regions of European Russia and West Siberia.


2021 ◽  
pp. 847-853
Author(s):  
Jingfa Wang ◽  
Huishi Du

Vegetation is the most important composition part of land ecological system and is sensitive to the change of global climate. The characteristic of nearly 37a temporal and spatial evolution of NDVI in China’s seasonal freezing-thawing area was studied focusing on the target of China’s seasonal freeze-thawing area, utilizing methods of GIS spatial analysis and mathematical statistics and based on the dataset of AVHRR GIMMS NDVI and MODIS NDVI during 1982 to 2018. It showed that nearly 37a NDVI in China’s seasonal freezing-thawing area fluctuated with an increasing trend in the range of 5.292~6.635. Besides, the coverage degree of vegetation increased dramatically. Sandy land developed from the direction of desertification to oasisization. This work provides scientific evidence for the sandy land ecological evaluation of China’s seasonal freezing-thawing area and regional sustainable development. Bangladesh J. Bot. 50(3): 847-853, 2021 (September) Special


2021 ◽  
Vol 13 (13) ◽  
pp. 6984
Author(s):  
Tianxiao Li ◽  
Pengfei Yu ◽  
Dong Liu ◽  
Qiang Fu ◽  
Renjie Hou ◽  
...  

This research explored the effects of biochar on slope runoff and sediment transport processes and the hydrodynamic mechanism of rill erosion under the seasonal freeze–thaw climate in the black soil area of Northeast China. The four slopes of 1.8, 3.6, 5.4 and 7.2° were set, corn straw biochar was used, and three biochar contents of 0 kg m−2 (B0 treatment), 6 kg m−2 (B6 treatment) and 12 kg m−2 (B12 treatment) were applied. The experimental plot was placed outdoors to simulate the freeze–thaw cycle of sloping farmland under natural conditions. Three artificial simulated rainfall tests were carried out before the end of seasonal freeze–thaw cycles and spring sowing date (May) in 2018 and 2019. The sediment transport process of runoff and the variation of hydrodynamic parameters in rills were analyzed under one and two seasons of freezing and thawing in natural outdoor conditions. The results show that biochar has a positive effect on reducing rainfall runoff and soil loss after one year and two years of seasonal freezing and thawing. The effect of biochar on the sediment concentration of slope runoff increased with increasing application time; in the second year, the B6 and B12 treatments reduced the sediment concentration by 5.5–14.8% and 3.3–13.6%, respectively, compared with the values of the first year. The Reynolds number (Re) in the rill flow after the B6 and B12 treatments decreased with increasing duration, which effectively reduced the turbulence degree of the flow on the rill of the slope. With the increase in duration, the rill critical erosion power increased; in 2018 and 2019, the critical shear force, critical runoff power and critical unit runoff power were 0.403 Pa, 0.098 m s−1, and 0.002 N m−1 and 0.497 Pa, 0.124 m s−1, and 0.003 N m−1, respectively. This result indicates that increasing the duration and number of seasonal freeze–thaws can promote the development of biochar control of the runoff and sediment processes on slope and rill development.


2021 ◽  
Vol 31 (2) ◽  
pp. 234-247
Author(s):  
Yunjiang Liang ◽  
Xu Deng ◽  
Tao Song ◽  
Guoshuang Chen ◽  
Yuemei Wang ◽  
...  

2021 ◽  
Author(s):  
Jinxian Liu ◽  
Xiaoqi Li ◽  
Baofeng Chai

Abstract Background: Freezing-thawing cycles are common phenomena in temperate regions. Such events may have a significant influence on the composition of the protistan communities in a mountain lake. Protists are single-celled eukaryotic microorganisms that act as links in the aquatic microbial food web, affecting the transfer of substances and energy transformation. Yet little is known about the effects of freezing and thawing on the protistan community in a mountain lake. Results: The protistan communities in the lake were mainly composed of Ochrophyta, Ciliophora, Choanoflagellida, Cryptophyta, Chlorophyta, Stramenopiles_X, Cercozoa, Dinophyta, and Haptophyta. Seasonal freezing and thawing affected the community composition and diversity of protists. The change in the protistan community structure resulted from a significant change in organic carbon from the ice-covered to ice-free period. During the ice-covered and ice-free periods, temperature and nitrate were the main causes, respectively, for the changes in protistan community structure at different depths. Water depth also affected the structure of the protistan community, but it was not the most important factor. Conclusions: This study revealed that duration of lake surface icing might affect the function of subalpine lake ecosystems, including the rate of nutrient cycling and energy flow, owing to changes in the structure and biodiversity of the microbial community.


2021 ◽  
pp. 15-32
Author(s):  
Roger Knutsson ◽  
Anne Tuomela ◽  
Anssi Rauhala ◽  
Sven Knutsson ◽  
Jan Laue

Seasonal freezing and thawing can have significant effects on tailings management. Tailings delivery, depositional schemes and water treatment are examples of activities that must be dealt with extra concern in sub-zero temperatures. Changes in mechanical properties, drainage possibilities or embedded frozen tailings layers are effects that can arise in poorly managed facilities. To avoid such consequences, a good understanding of the seasonal effects on the tailings deposit is needed. To get a better understanding of the geothermal regime in tailings, this paper presents a case study with geothermal modelling performed for the Laiva tailings facility in Finland, where major seasonal freezing and thawing periods are present. Ground temperatures and frost lines were predicted via one-dimensional modelling using air temperatures and snow cover depths from adjacent weather stations, and basic soil properties from the facility. Simulated results were compared to data obtained from thermal instruments in the field. The snow cover and its estimated thermal properties were shown to have large influence on the results. The model was able to accurately predict the thermal regime measured in the field. Strong agreement was shown, both in terms of ground temperatures and frost front positions. The methodology presented is useful for tailings management schemes in cold regions. Keywords: Geothermal Monitoring, Geothermal Modelling, Tailings, Soil Temperature, Frost Tubes, Snow Cover.


2021 ◽  
Author(s):  
Xuefei Shi ◽  
Qi Xu

<p>Steel-concrete composite bridges are currently widely used in highway bridges in China. To reduce durability problems in seasonal freezing region, a design method with given service life is used. The service life is given on the basis of the environment condition and design requirements; then the structural design and safety analysis are carried out, and the durability design and analysis of the structural components are conducted. With the consideration of the mechanical performance, construction convenience and life-cycle cost, the structural scheme for bridges using twin-I girders, cross beams and precast full-width deck is recommended. Weather resistant steel is recommended to be used in nonmarine seasonal freezing regions with stabilization treatment, waterproof and drainage design, local anti-corrosion coating. Finally, a design process considering material, protective layer thickness and construction control is proposed to improve concrete deck durability.</p>


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