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The A areas revealed microstructures similar to those in the conventionally heat treated specimen (Fig. 8), while featureless and very fine microstructure without apparent boundaries and a high number of coarse carbides occurred in B areas (Fig. 9).
Microstructure of specimen 1 after HT was low tempered martensite with inner twins and retained austenite at previous austenite grain and ferrite plate boundaries.

Thus it can reduce the number of porosity and improve the anti-permeability of concrete.
Inhibit grains sinks from up to down in concrete, and thereby reduces the water in concrete overflowing of formats capillary channel.

It is generally known that the microstructure characteristics like grain and substructure refinement or residual stresses observed at atomic scale are directly related to the steel’s mechanical properties and to its technological behaviour.
Therefore, a number of reference data had to be created experimentally referring to the technological boundary conditions that may occur during wire production and the microstructural and mechanical properties achievable during processing via hot rolling and wire drawing.

Ca3Al2O6 (often simply called "aluminate" phase) is the fastest reacting cement mineral, but its initial reaction is halted by gypsum forming ettringite on its surface: Ca3Al2O6 (s) + 3 CaSO4∙2H2O (aq) + 26 H2O = Ca3Al2O6∙3CaSO4∙32H2O (s) (1) When alite has reacted a while, more surface of Ca3Al2O6 in the multi-mineral cement grain will be exposed and after a while there will be more aluminate reacted than there is gypsum to stabilize ettringite.
Not a small number as a Portland cement could contain 3.5 % SO3 corresponding to about 4 % sulphate, and the system would have 2 % sulphate from the cement in these paste blends (see Table 1 for exact values of constituents).

Reference [12] deems that due to mass vitreous body spherical grain exist to fly ash, internal structure compacted, almost no cracks, so internal specific surface area is smaller than OPC in concrete, and the ability of absorbing water is lower than OPC.
The number of the project is 2003EG131152 and 2004YX31, respectively.

Seedling emergence percentage is the ratio of number of emerged seeds and planted seeds.
[23] Tsuji J, Inanaga S, Araki, Morita S, An P and Sonobe K Development and distribution of root system in two grain sorghum cultivars originated from Sudan under drought stress.

However, increase the content of PO43- would decrease the crystallinity(Fig.1), and increase the loss of non-radiant energy between the grain boundary, which result reducing the luminous efficiency.
When the PO43- doping concentration is 0.2, the fluorescence lifetime of the sample reaches maximum number of 0.4805ms.

The sequence of genes consisting of at least 24 identified structural genes and 2 regulatory genes including a positive regulatory gene as transcription activator in pathways is known [29], and this information has been used to design a number of Real-time PCR assays, one of them, through monitoring biosynthesis of aflatoxin and detecting aflatoxin producing by targeted aflR, nor-1, ver-1 and omt-1, is a promising rapid, automated and high throughput analysis tool in the prediction of potential aflatoxigenic risk even in case of low-level infection of stored peanut [30].
Etcheverry, Effect of synthetic antioxidants on stored maize grain mycoflora in situ, J.

Only a limited number of publications are available on FSW for HDPE sheets [4].
In Test number 8 (table 2), an excellent weld was obtained.
The largest significant area is the part that is closest to the weld plane (welding axis), and this is where the number of measurement points is the greatest.
Polishing was done gradually and with fine grain sizes.
Each thermocouple is identified and numbered from 1 to 26.

Introduction Soft soil is widely distributed in China, which can be divided into marine facies, delta facies, weak grain facies, inland fluvial facies, lake facies, marshes facies soft soil according to different causes.
A large number of experimental results show that: primary consolidation coefficient Cv changed with changes of stress level, which means that using constant primary consolidation coefficient Cv during the consolidation and settlement calculation process of soft soil foundation can not meet the project reality.