Search:

  • el al

Search Options

Sort by:

Publication Type:

Open access:

Publication Date:

Periodicals:

Search results

Online since: July 2014
Authors: Na Li, Zhe Ying Jin, Xiang Tao, Mei Jie Sun, Lai Shun Shi
Mori, et al: U.S.
El-Hashash, D.
Kawada, et al: J.
Online since: October 2015
Authors: Nasr Eddine Bouhamou, Fouzia Mostefa, Abdelkader Mebrouki
Table 2 : Representative and arithmetic diameters of the granular classes N° Class Granular class DRi [mm] Dami [mm] 1 12,5 – 16 14,106 14,25 2 6,3 - 12,5 8,75 9,4 3 3,15 - 6,3 4,368 4,725 4 1,25 - 3,15 1,917 2,2 5 0,315 - 1,25 0,583 0,7825 6 0,08 - 0,315 0,148 0,1975 Found values are in the interval [150 - 300 µm] which comply with that recommended by (Bui and al, 2002) (Bui V.K et al, 2002).
[5] El-Barrak M, Mouret M, Bascoul A (2009), Self-compacting concrete paste: Hierarchical classification of their influence on flow properties of the paste.
Online since: March 2023
Authors: Pringgo Widyo Laksono, Rahmaniyah Dwi Astuti, Joseph Muguro, Bambang Suhardi, Novie Susanto
Al-Kadi, M.
El-Sherbeny, and A.
El-Sayed, “Literature Review on EEG Preprocessing, Feature Extraction, and Classifications Techniques,” Menoufia J.
Bore et al., “Sparse EEG Source Localization Using LAPPS: Least Absolute l-P (0Mullen et al., “Real-time neuroimaging and cognitive monitoring using wearable dry EEG,” IEEE Trans.
Online since: December 2010
Authors: Masahiro Kubota, Takuya Ohno
As an example of bulk nanostructured materials produced by a combination of MM and SPS, properties of nanostructured pure Al produced by mechanical grinding (MGed) and SPS have been investigated in [8].
The SPSed materials fabricated from 8 h MGed Al powders exhibited compressive proof stresses of 440 MPa at room temperature.
Sherif El-Eskandarany, T.
Online since: October 2011
Authors: Li Yu, Yun Chen
Wang et al. utilized an appropriate CURE algorithm and C4.5 decision tree method to construct a costume requirement forecasting model for costume sales [2].
Based on the PERT and time series models, Wang et al. proposed a method of sales prediction for garment industry in marketing plan.
These factors can be further divided into sub factors: Geographical area (GA), Population (Pop), Land area (LA), Population density (PD), Education level (EL--the number of people with college culture degree), Consumer price index (CPI), Commodity retail price index (CRPI), Urban resident's consuming level (URCL), Rural resident's consuming level (RRCL), Climate zone (CZ), Annual mean temperature (AMT), Average annual rainfall (AAR), Sales networks (SN--the spots of the sales network).
Online since: September 2013
Authors: Glenn Harvel, Takeyoshi Sunagawa, Adam Lipchitz
The alloys are created in a carbon-rich environment and after formation are filtered for oxides based on a method developed by Sunagawa et al. [20] .
El-Genk, "Reactor lithium heat pipes for HP-STMCs Space Reactor Power System," in Space Technology and Advances International Forum, 2004
Hibiki et al., "Study of flow characteristics in gas-molten metal mixture pool," Nuclear Engineering and Design, vol. 196, pp. 233-245, 2000
Online since: March 2014
Authors: Mouloud Benazzoug, Said Kenai, Ramdane Bahar
Durability of earth stabilized material Ramdane BAHAR1,2,a, Mouloud BENAZZOUG2 and Said KENAI3,b 1University of Sciences and Technology Houari Boumediene, Faculty of Civil Engineering, LEEGO BP 32 El Alia, Bab Ezzouar 16111 Algiers, Algeria 2University Mouloud Mammeri of Tizi-Ouzou, Geomaterials and Enviromnent Laboratory, BP 17 15000 Tizi-Ouzou, Algeria 3University Saad Dahleb - Blida, Geomaterials and civil engineering laboratory, Algeria arbahar@usthb.dz, bsdkenai@yahoo.com Keywords: clay, stabilization, water, durability, shrinkage, strength.
Bahar et al., (2004) investigated the effect of compaction method on mechanical properties.
Houben et al. [6] consider that the test is too hard and recommends a limitation of material losses to 10% which is an excellent performance.
Online since: August 2018
Authors: Weerapol Namboonruang
Ratchaburi lateritic red soil analyzed by the X-ray Fluorescence Spectrometer, (XRF) Comp Result Unit Det. limit El. line Intensity w/o normal Analyzing depth (mm) Intensity ratio Comp.
(Org) Result (Org) Na 0.0131 Mass % 0.01502 Na-KA 0.0144 0.0177 0.0053 1 Na2O 0.0177 Mg 0.0378 Mass % 0.0094 Mg-KA 0.1391 0.0626 0.0081 1 MgO 0.0626 Al 1.7114 Mass % 0.00623 Al-KA 20.288 3.2337 0.0118 1 Al2O3 3.2337 Si 43.5681 Mass % 0.01481 Si-KA 461.6995 93.2058 0.0161 1 SiO2 93.2058 P 0.0484 Mass % 0.00329 P -KA 0.7111 0.1108 0.0102 1 P2O5 0.1108 K 0.2234 Mass % 0.00507 K -KA 1.5817 0.2692 0.0449 1 K2O 0.2692 Ca 0.3975 Mass % 0.00501 Ca-KA 3.1567 0.5562 0.059 1 CaO 0.5562 Ti 0.6384 Mass % 0.01152 Ti-KA 2.5281 1.0649 0.0973 1 TiO2 1.0649 Cr 0.0249 Mass % 0.00697 Cr-KA 0.3069 0.0364 0.1561 1 Cr2O3 0.0364 Fe 0.934 Mass % 0.00477 Fe-KA 32.2516 1.3354 0.25 1 Fe2O3 1.3354 Sr 0.0035 Mass % 0.00217 Sr-KA 1.6683 0.0041 2.2447 0.9981 SrO 0.0041 Y 0.0057 Mass % 0.00198 Y -KA 3.2183 0.0072 2.5805 0.9958 Y2O3 0.0072 Zr 0.0711 Mass % 0.00197 Zr-KA 44.5918 0.096 2.9441 0.9918 ZrO2 0.096 H-Wax-C 0.4 0.4 Table 2.
Online since: September 2013
Authors: Xiao Qian Ma, Yu Zhong Li, Yu Ting Tang, Zi Lin Cai
Liao et al. [8] investigated the thermal behavior of semi-anthracite coal, paper sludge and their blends during pyrolysis and combustion processes.
Liu et al. [1] investigated the characteristics of oxygen-enriched air combustion of paper mill sludge.
Vario EL-II chons elemental analyzer (Elementar Analysensysteme Gmbh, Germany) and MA260S electronic balance (Shanghai Second Balance Instrument Factory, Shanghai, China) were used for the ultimate analysis, proximate analysis and heating values test, respectively.
Online since: October 2013
Authors: Fang Tang
Responses under the structural seismic action Seismic wave Maximum acceleration(m/s2) Cracking time(s) Shearing force at the bottom when cracks appear Failure time(s) Maximum base shearing force (kN) Maximum top displacement (mm) El X direction 0.38 3.39 124.52 No damage 124.41 2.42 2.23 1.11 156.32 1.98 396.13 10.28 Y direction 0.36 2.21 127.10 No damage 127.18 2.10 2.22 1.39 378.81 2.03 666.12 15.81 TRAF X direction 0.36 3.77 139.1 No damage 138.96 2.41 2.21 2.27 113.31 3.79 415.0 11.65 Y direction 0.36 4.21 104.39 No damage 104.21 1.89 2.21 3.93 342.72 3.86 657.62 12.81 Summary As the load-bearing components of masonry structures, the damage of walls determines the destruction extent of housing status.
[3] Motohide Tada, Tomonori Fukui, Masayoshi Nakashima et al.Comparison of Strength Capacity for Steel Building Structures in The United States and Japan[J].
[5] EdgarV.leyendecker, M.eeri,R.JoeHunt et.al.
Showing 8031 to 8040 of 9682 items