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    Wyświetlanie 1-4 z 4
    Tytuł:
    Measuring Equivalent Cohesion Ceq of the Frozen Soils by Compression Strength using Kriolab Equipment
    Autorzy:
    Lemenkov, Vasiliy
    Lemenkova, Polina
    Powiązania:
    https://bibliotekanauki.pl/articles/2051727.pdf
    Data publikacji:
    2021
    Wydawca:
    Uniwersytet Zielonogórski. Oficyna Wydawnicza
    Tematy:
    equivalent cohesion
    modeling
    deformation
    moisture
    pressure
    soils
    geotechnical engineering
    experiment
    data visualization
    pomiar spójności
    gleba
    odkształcenie
    wytrzymałość na ściskanie
    eksperyment
    inżynieria geotechniczna
    Opis:
    Current paper presents the results of the experimental analysis on permafrost uppermost soil samples with various physical properties (moisture, porosity) tested with varied external pressure and time. The aim of this work is to test properties of the soil samples intended for the construction of buildings, railways and objects of civil infrastructure by modeled external pressure, data visualization and analysis. Variations in the soil samples were studied by analysis of the equivalent soil cohesion (Ceq) in frozen soil samples. Methods include integrated application of the laboratory experiments, methods of the statistical data analysis and 3D plotting performed by the selected LaTeX packages. Laboratory experiments were performed using KrioLab equipment ‘Sharikovy Stamp PSH-1’. The 15 series of experiments have been tested. Models of the soil strength are graphically presented and statistically analyzed showing the results of the experiment.
    Źródło:
    Civil and Environmental Engineering Reports; 2021, 31, 2; 63-84
    2080-5187
    2450-8594
    Pojawia się w:
    Civil and Environmental Engineering Reports
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
    Tytuł:
    Infiltracja i przemiany fazowe wilgoci w zamarzniętym gruncie
    Infiltration and moisture phase transition in frozen soils
    Autorzy:
    Soczynska, U.
    Sieklucki, L.
    Powiązania:
    https://bibliotekanauki.pl/articles/2085563.pdf
    Data publikacji:
    1992
    Wydawca:
    Uniwersytet Warszawski. Wydział Geografii i Studiów Regionalnych
    Opis:
    In the paper has been described problem of freezing and thawing of soil as well as has been adapted a mathematical model of infiltration into seasonally frozen soil, making use of the coupled heat and moisture transport equations. Methods for determining the hydrophysical soil properties (hydraulic and thermal conductivities, matric potential, heat capacity) have been reviewed and a method for estimating the parameters related to phase transition has been suggested. The mathematical model has been verified in the experimental basin in Murzynowo.
    Źródło:
    Prace i Studia Geograficzne; 1992, 12; 125-137
    0208-4589
    Pojawia się w:
    Prace i Studia Geograficzne
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
    Tytuł:
    Effect of carbon and nitrogen addition on nitrous oxide and carbon dioxide fluxes from thawing forest soils
    Autorzy:
    Haohao, Wu
    Xingkai, Xu
    Cuntao, Duan
    TuanSheng, Li
    Weiguo, Cheng
    Powiązania:
    https://bibliotekanauki.pl/articles/972995.pdf
    Data publikacji:
    2017
    Wydawca:
    Polska Akademia Nauk. Instytut Agrofizyki PAN
    Tematy:
    carbon dioxide
    glucose
    interactive effect
    nitrous oxide
    n sources
    frozen soils
    Opis:
    Packed soil-core incubation experiments were done to study the effects of carbon (glucose, 6.4 g C m-2) and nitrogen (NH4Cl and KNO3, 4.5 g N m-2) addition on nitrous oxide (N2O) and carbon dioxide (CO2) fluxes during thawing of frozen soils under two forest stands (broadleaf and Korean pine mixed forest and white birch forest) with two moisture levels (55 and 80% water-filled pore space). With increasing soil moisture, the magnitude and longevity of the flush N2O flux from forest soils was enhanced during the early period of thawing, which was accompanied by great NO3--N consumption. Without N addition, the glucose-induced cumulative CO2 fluxes ranged from 9.61 to 13.49 g CO2-C m-2, which was larger than the dose of carbon added as glucose. The single addition of glucose increased microbial biomass carbon but slightly affected soil dissolved organic carbon pool. Thus, the extra carbon released upon addition of glucose can result from the decomposition of soil native organic carbon. The glucose-induced N2O and CO2 fluxes were both significantly correlated to the glucose-induced total N and dissolved organic carbon pools and influenced singly and interactively by soil moisture and KNO3 addition. The interactive effects of glucose and nitrogen inputs on N2O and CO2 fluxes from forest soils after frost depended on N sources, soil moisture, and vegetation types.
    Źródło:
    International Agrophysics; 2017, 31, 3; 339-349
    0236-8722
    Pojawia się w:
    International Agrophysics
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
    Tytuł:
    The influence of thermophysical properties of frozen soil on the temperature of the cast-in-place concrete pile in a negative temperature environment
    Autorzy:
    Liu, Ziying
    Yu, Tianlai
    Yan, Ning
    Gu, Lipeng
    Powiązania:
    https://bibliotekanauki.pl/articles/27312226.pdf
    Data publikacji:
    2023
    Wydawca:
    Polska Akademia Nauk. Czasopisma i Monografie PAN
    Tematy:
    thermal properties
    frozen soils
    cast-in-place
    concrete pile
    negative temperature environment
    ice
    permafrost
    heat conductivity coefficient
    Opis:
    Thermophysical properties of frozen soil have a great influence on the quality of cast-in-place concrete piles. In this paper, the embedded concrete temperature monitoring system is used to test the variation law of the concrete temperature during the construction of the bored pile. Thermophysical properties of permafrost around piles are tested. Based on the theory of three-phase unsteady heat conduction of soil, the influence of specific heat capacity, thermal conductivity, thermal diffusivity, and latent heat of phase transformation on the temperature change of a concrete pile is systematically studied. The thermal parameter is obtained which exerts the most significant influence on the temperature field. According to the influence degree of frozen soil on pile temperature, the order from high to low is thermal conductivity, thermal diffusivity, latent heat of phase change, and specific heat capacity. The changes in pile wall temperature caused by the change of these properties range between 2.60–10.97◦C, 1.49– 9.39◦C, 2.16–2.36◦C, and 0.24–3.45◦C, respectively. The change percentages of parameters vary between 35.77–47.12%, 12.22–40.20%, 12.46–32.25%, and 3.83–20.31%, respectively. Therefore, when designing and constructing concrete foundation piles, the influence of the thermal conductivity of frozen soil on concrete pile temperature should be considered first. The differences between the simulated and measured temperature along the concrete pile in the frozen soil varying with the respective thermal properties are: –2.99– 7.98◦C, –1.89–4.99◦C, –1.20–1.99◦C, and –1.76–1.27◦C. Polyurethane foam and other materials with small thermal conductivity can be added around the pile to achieve pile insulation.
    Źródło:
    Archives of Thermodynamics; 2023, 44, 2; 21--48
    1231-0956
    2083-6023
    Pojawia się w:
    Archives of Thermodynamics
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
      Wyświetlanie 1-4 z 4

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