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The sample showing the maximum MSC, VL, Tmax, mean vitrinite reflectance (Romv), f and fixed carbon (FC) content, had a forty centimeter thick lamprophyre intrusion occurring immediately above it which might have resulted in cooking and maturing the sample.
Nanofibrous scaffolds were characterized using a scanning electron microscope (SEM), and it was revealed that the diameter of nanofibers decreased as FC content was increased in the FC/PCL composite nanofibers.
The coal quality (FC content, GCV value) decreases marginally for the seam at higher depth.
FC content reduced from 51%% to 42.48 % in case of coal A. The reduction was around 3%% for sample B. The ash content reduction in extracted coal sample (ECS) A was about 32%%.
Supernatants were harvested 48 h later and assayed for IgG Fc content (Figure 5A).
Thus, the FC content of plasma membranes is likely to control nascent HDL size in vivo.
Similar(45)
The M ad of modified-coal samples and total moisture (M t) of coal significantly decreases, while air-dried basis volatile (V ad) decreases slightly, and the dry ash-based fixed carbon (FCd) content increases in all various processes.
Sugar contributes between 3% and 12% of the mass of an immunoglobulin molecule, the precise Fc sugar content and structure influencing effector function [ 45, 46].
Soil physical properties of bulk density (Db), saturated hydraulic conductivity (Ksat), field capacity (FC), saturated water content (SWC), total porosity (TP), micro- and macroporosity (MicP, MacP), and water stable aggregation (WSA) were measured in multiple years within the period 1999 2007.
When the fines content (FC) is greater than threshold values (FC > FCth), the fine grain contacts begin to play a greater role as the sand grains begin to loose contact with each other and provide a secondary reinforcement effect until they are separate sufficiently.
The predictive capability of the model was evaluated by comparing the model simulations with experimental results on undrained triaxial tests of Foundry sand-silt mixtures with fines content, fc = 0 100% and Ottawa sand-silt mixtures with fines content fc = 0 50%, and on drained triaxial tests of Hong Kong Completely Decomposed Granite (HK-CDG) mixtures before and after erosion.
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