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Online since: December 2006
Authors: Dae Jin Yang, Jong Oh Kim, Seong Je Cho, Won Youl Choi
The effects of dopant
such as La and Nb on the ferroelectric properties and switching fatigue properties have been
reported in a number of recent papers [4, 5].
The surface morphology and grain size were nearly unchanged with Pb target current.
The surface morphology and grain size were nearly unchanged with Pb target current.
Online since: October 2006
Authors: N. Jahajeeah, R Bëan, Gonasagren Govender, L. Ivanchev
Microstructural evaluation of the castings (Fig 5a) showed a globular primary grain structure and a
very fine eutectic.
Although the X-ray radiography did not show 1 2 any defects in the region from which the specimens were obtained a number of the tensile specimens failed prematurely during the tests.
Although the X-ray radiography did not show 1 2 any defects in the region from which the specimens were obtained a number of the tensile specimens failed prematurely during the tests.
Online since: January 2007
Authors: Gil Pyo Kim, Seung Bum Yoon, Young Soo Jung, Jae Hoon Ahn, Sung Hyeon Baeck, Alan Kleiman-Schwarsctein, Eric W. Mc Farland
When the as-synthesized powder was thermally treated at 250
o
C (Fig. 1(a)), fine grain
substructure was observed, corresponding to gold particles located at the core of PS-PVP micelle.
The optical properties of photoelectrocatalysts are very important, because they represent the number of photons absorbed.
The optical properties of photoelectrocatalysts are very important, because they represent the number of photons absorbed.
Online since: May 2012
Authors: Yi Xia, Li Guo, Hong Fang Li
Table.1 Mix proportion of concrete
Specimen
Number
Cementing materials (kg/m3)
W/B
Sand ratio (%)
Water reducer (%)
Cement
Limestone powder
Titanium
slag
Lithium slag
Silica ash
K
100
0
0
0
0
0.23
40
0.9
ST1
80
10
10
0
0
0.23
40
1.4
ST2
70
10
20
0
0
0.23
40
1.4
SG1
85
10
0
0
5
0.23
40
1.4
SG2
80
10
0
0
10
0.23
40
1.4
SG3
75
10
0
0
15
0.23
40
1.5
Result and Discussions
Sulphuric Acid Erosion Resistance of Limestone Powder-Titanium Slag Concrete.
The reasons can be attributed to as follows: first, the super-fine limestone powder, titanium slag and silica ash can fill in pore structure and interspaces among cement grains [5].
The reasons can be attributed to as follows: first, the super-fine limestone powder, titanium slag and silica ash can fill in pore structure and interspaces among cement grains [5].
Online since: October 2011
Authors: Zhi Wu Wang, Wei Wei, Mao Lin Liu
Fig. 1(d) shows the number of needle-like cores reduces and the left needle-like cores have the trend of polymerizing into granular cores.
The Cr diffuses outward the grains plentifully after a period of time to replace the Fe in former oxide with the oxide of Cr.
The Cr diffuses outward the grains plentifully after a period of time to replace the Fe in former oxide with the oxide of Cr.
Online since: August 2013
Authors: Jung Han Song, M.J. Kang, G.A. Lee, J. Lee, I. Hwang, Y.B. Kim, S. Choi
It has been widely recognized that this decrease in flow stress is caused by the interaction between the heavy flow of the conductive electrons and the various dislocations in metal grains.
Acknowledgment This work was result of SEED Research Program in KITECH (Project number: ER130008).
Acknowledgment This work was result of SEED Research Program in KITECH (Project number: ER130008).
Online since: May 2012
Authors: Qiu Li Zhang, Xi Cheng Zhao, Xin Zhe Lan, Xuan Cheng
It strengthens the binding among coal grains so that the compressive strength of formed coke is raised highly.
The particle size of pulverized coal are divided into five levels: <0.28mm; 0.28-0.63mm; 0.63-1.25mm; 1.25-2.5mm; 2.5-5.0mm,which in turn number 1~5.
The particle size of pulverized coal are divided into five levels: <0.28mm; 0.28-0.63mm; 0.63-1.25mm; 1.25-2.5mm; 2.5-5.0mm,which in turn number 1~5.
Online since: October 2012
Authors: Wei Soon Ng, Chew Khun Tan, Siew Ling Hii, Lee Min Lee
The studies on bio-mediated soil improvement have been carried out by a number of researchers including Dejong et al. [1], Harkes et al. [2], and Ivanov and Chu [3], and Qian et al. [4] etc.
Table 1 Soil properties Properties Indices Grain size 0% Gravel, 38% Sand, 43% Silt, 19% Clay Liquid limit 40.4% Plastic limit 24.9% Maximum dry density 1688.5 kg/m3 Fig. 2 Shear strength and calcite content for various treatment conditions Fig. 4 Ammonium content and pH measurements for various treatment conditions Fig. 3 Correlation between calcite content and shear strength improvement Measurements of pH and Ammonium Content.
Table 1 Soil properties Properties Indices Grain size 0% Gravel, 38% Sand, 43% Silt, 19% Clay Liquid limit 40.4% Plastic limit 24.9% Maximum dry density 1688.5 kg/m3 Fig. 2 Shear strength and calcite content for various treatment conditions Fig. 4 Ammonium content and pH measurements for various treatment conditions Fig. 3 Correlation between calcite content and shear strength improvement Measurements of pH and Ammonium Content.