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Online since: September 2013
Authors: Sarunya Promkotra, Tawiwan Kangsadan
The recorded-field data consisted of the sampling location, grid reference, water level and depth of groundwater well.
They are affected either ion exchange or sulphate reduction.
Online since: February 2012
Authors: Kamil Řehák, David Krpalek, Veronika Ebringerová, Jiří Valášek, Zdeněk Florian
By adding of second reconstruction plate there was a significant reduction in total displacement values and values of von Mises stress.
Florian, On the Level of Computational Models in Biomechanics Depending on Gained Data from Ct/Mri and Micro- Ct, Mendel Jou. ser. 17 (2011) 255-267
Online since: September 2011
Authors: Gang Yi Cai, Shi Xing Zhang, Hai Hong Wu
The samples were solution treated at temperature 470 for 2 hours in an resistance furnace, which was determined on the basis of literature data a [3,5], and cooled with water, Then compression deforming was exerted on samples in universal testing machine, and the compression ratios were calculated by height reduction from 10%, 20%, 30% , 40% to 50% respectively.
Online since: September 2011
Authors: Jian Long Huang, Jing Feng Wu, Ke Ping Zhang
Table 4 The testing factors and levels level A: powder size(mm) B :rotation speed(r/min) C: gap(mm) 1 0.9 181±2 2 2 0.45 240±2 1.5 3 0.3 374±2 1 4 0.2 498±2 0.5 Testing results and analysis Using L16 (34) orthogonal test table , every test repeats 5 times respectively and take the average of 5 test results as a test data.
Haque, Application of size reduction theory to roller mill design and operation, Cereal Foods World 36 (1991). p.369
Online since: July 2012
Authors: Zhen Wang, Wei Wei Li, Hui Peng Zhao
From the data shown in Tables 2-5, the energy efficiency is the highest when the flow rate of PA3 is 2.29×105 kg·h-1 (about 43% of the overall flow rate of the pump-arounds).
From Table 6 and Table 7, it is shown that the flow rates of products in the atmospheric column and the TBP curve do not change obviously with the reduction of stripping steam flow rates.
Online since: December 2012
Authors: Yan Zhu, Shi Shun Zhu, Shun Tang Hu, Wu Quan Liu
The time history of exciting force is shown in Fig. 3: Fig. 3 Exciting force time history Experimental Results and Analysis Experimental results By sorting the acquisition data, the relationship between the amplitude and the frequency can be shown in Fig.4: Fig. 4 Amplitude-frequency curves of different free mass From the Fig.4 we can see that the vibro-impact dampers including free mass in the damper container have some effect on the reduction of the tip displacement of cantilevered beam.
Online since: December 2011
Authors: Bin Yang, Ming Zhe Shen
It was found after be injected La in catalyst that cathode not only had better oxygen reduction activities, but La also could reduce solubility of catalytic phase [4].
Table 2 The XRD data of F-1 and F-2 samples.
Online since: May 2004
Authors: João Pires, Filomena Costa, Carlos J.R. Silva, Isabel Neves, Ana P. Carvalho, Manuela B. Carvalho, António Maurício C. Fonseca
The data gathered indicate that the diazoalcene molybdenum complex was effectively encapsulated in the host matrix, and this process does not modify the morphology and structure of the PILC upon metal complex loading.
This observation is compatible with the reduction of the microporosity as a consequence of the encapsulation of the studied complex.
Online since: September 2013
Authors: Wan Mohd Arif, Pei Leng Teh, C.K. Yeoh, Joon Hoong Lim, A. Chik
The peaks are identified as the plane reflections for wurtzite phase of zinc oxide according to the standard JCPDS data file (No. 36-1451).
This behavior can be explained by the reduction of the density defects and atom vacancies caused by the diffusion of oxygen and zinc atoms at elevated temperature.
Online since: September 2007
Authors: In Seok Yoon, Mario R. de Rooij, Klaas van Breugel, Erik Schlangen
Figure 3 Splitting of concrete samples Figure 1 Schematic outline of experimental program: from making concrete samples to getting data Figure 2 Target and effective CMOD Table 1 Mixing proportion of concrete Unit weight (kg/m3) w/c Water Cement Sand Gravel 0.50 185 370 720 1021 Results and Discussions Fig. 4 depicts the notation of symbols.
However, it is also pointed out that high strength concretes are more prone to cracking and that these cracks may provide excellent paths for relatively rapid chloride and moisture ingress and thus might lead to a reduction of durability.
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