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Wyszukujesz frazę "cohesive soils" wg kryterium: Temat


Wyświetlanie 1-3 z 3
Tytuł:
Application of SEM to Analysis of Permeability Coefficient of Cohesive Soils
Autorzy:
Kozłowski, T.
Kurpias-Warianek, K.
Walaszczyk, Ł.
Powiązania:
https://bibliotekanauki.pl/articles/241142.pdf
Data publikacji:
2011
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
cohesive soils
permeability coefficient
SEM
NIA
cyclic freezing and thawing
Opis:
A series of experiments on samples of five clayey soils gave evidence that cyclic freezing and thawing significantly affects the permeability coefficient. An attempt to analyze these changes on base of the Scanning Electron Microscopy SEM photographs of microstructures has been made. A simplistic equation (Eq. 11) has been drawn, describing the permeability coefficient as a function of hydraulic radius and pore area. An approach to determine the permeability coefficient by Eq. (11) on base of SEM photographs, in which the pores were identified manually, yielded results comparable to the Falling Head Test (FHT). However, since the identification of pores in SEM photographs seems the critical point of the method, the Numerical Image Analysis (NIA) has been applied. The procedure of finding the optimum threshold Topt has been described, based on minimization of the deviation ?ki,j, calculated as the absolute value of the difference kSEM,i,j and kFHT,j, i.e. the permeability coefficients determined by the SEM analysis and FHT, respectively. It has been proved that the optimum threshold values can be described as a function of image parameters, i.e. mean grey level Lmean and standard deviation σ n.
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2011, 58, 1-4; 47-64
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Application of Thermoporometry Based on Convolutive DSC to Investigation of Mesoporosity in Cohesive Soils
Autorzy:
Kozłowski, T.
Babiarz, I.
Grobelska, E.
Powiązania:
https://bibliotekanauki.pl/articles/241378.pdf
Data publikacji:
2010
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
pore distribution
thermoporometry
DSC (Differential Scanning Calorimetry)
montmorillonite
cohesive soils
Opis:
In the method of thermoporometry, the characterization of pore space is done by analysis of thermal effects associated with freezing and melting of a liquid in the pores of the material under investigation. Thermoporometry seems particularly well suited to studies of wet porous samples in cases where the process of drying itself is able to destroy the original microstructure, as is the cohesive soils containing montmorillonite. In the paper, a variant of thermoporometry is given in which the blurred calorimetric peak is processed by use of a stochastic-convolutive analysis. As a result, a "sharp" thermogram of real thermal effects is obtained which can be easily transformed into a pore distribution curve. The preliminary results, obtained for samples of three monoionic montmorillonites at different water contents, indicate a greater resolution, sensitivity and precision than the classical thermoporometry using an unprocessed DSC signal. Phenomena corresponding to swelling have been detected in two individual regions on the differential pore distribution curves. The first is a dense spectrum for pores less than 15 nm. The second is a single peak for pores greater than 15 nm. Between the two regions the distribution decays to zero. Apparently, the point of the single peak maximum depends on the total water content, shifting rightward with increasing w. For the region below 20 nm, a strong effect of the kind of exchangeable cation can be observed. The results suggest swelling in the form with bivalent cations (Ca-montmorillonite) and contraction in the form with monovalent cations (Na- and K-montmorillonite).
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2010, 57, 3-4; 199-218
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
FID signal intensity in the NMR studies of cohesive soils at the positive temperature range
Intensywność sygnału (FID) w badaniach NMR gruntów spoistych w zakresie temperatur dodatnich
Autorzy:
Nartowska, E.
Kozłowski, T.
Kolankowska, M.
Powiązania:
https://bibliotekanauki.pl/articles/402250.pdf
Data publikacji:
2016
Wydawca:
Politechnika Świętokrzyska w Kielcach. Wydawnictwo PŚw
Tematy:
cohesive soils
FID signal intensity
nuclear magnetic resonance
grunty spoiste
intensywność sygnału FID
magnetyczny rezonans jądrowy
Opis:
The purpose of this study was to explain the reason of the FID signal intensity change for soil samples in the positive temperature range (0-40°C). According to the reference data the main cause is the presence of the paramagnetic ions in soil. The experiment conducted on 4 cohesive soils showed that the main reason of FID changing could be the change of the water’s heat of the vaporization, decreasing as the temperature increases.NMR Spectrometry method was used in the research and Statistica 9.1 software was used for statistical analysis.
Źródło:
Structure and Environment; 2016, 8, 3; 179-182
2081-1500
Pojawia się w:
Structure and Environment
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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