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Elmentar Vario EL III is to test the elementray contents of C, H and O elements.
The experimental elementary contents of C, H and O elements are listed in Table 1 by Elmentar Vario EL III.
Eling, S.
Lunt, A.L.

Data collection of displacement meter comes from strain stress comprehensive test instrument CLM-EL-16.
Fig. 5 shows displacement meters arrangement and Fig. 6 shows strain stress comprehensive test instrument CLM-EL-16.
Strain stress comprehensive test instrument CLM-EL-16 Piling-up weights method was used in two tests.
Journal of Soil and Water Conservation, China, 1991,5(02):14~21 [3] Y.H.Zeng,M.X.Zheng:Force Distribution Rule of Retaining Piles with Prestressing Cables.Journal of East China Jiaotong University, China, 2003,20(2):15~18 [4] W.J.Lei,Y.R.Zheng,G.X.Wang et al:Mechanism Analysis of Slope Reinforcement with Deeply Buried Piles with Model Test, Chinese Journal of Geotechnical Engineering, China, 2007, 26 (7):1347-1355

According to McGennis et al (1994), modified bitumen is produced for the purpose of altering and improving the properties of the bitumen to enhance the long term performance of pavements [2].
According to Mallick and El-Korchi (2009), normal bitumen has a PI between -1 and +1.
According to Mallick and El-Korchi (2009), typical values of the PVN are in range between -2 and 0.5 [9]
West Conshohocken, United State. (2010) [9] Mallick, R.B. and El-Korchi, T.

Kim and El Hossein [5] pioneered in determining fracture properties of the mixtures using the classical concept of fracture toughness.
Later, Marasteanu et al [6] used the SE(B) test protocol to determine toughness values for AC mixtures at medium to low temperatures.
Abd El-Rahman: Int.
El-Hossein: J.

According to Yang & El-Haik [3], Taguchi’s Tolerance Design Experiment (TTDE) is a regular orthogonal array design of experiment in which the orthogonal array is a fractional factorial experimental matrix that is orthogonal and balanced.
Unlike the works [2,4] mentioned above, Andrew et al. [1] investigated only the effect of tolerance specifications of robot kinematic parameters on its performance.
In this case, according to Yang & El-Haik [3], the S/N ratio is defined as (1) where: n = the number of experiments; ei = the positional error of robot’s end effector in the ith experiment.
El-Haik: Design for Six Sigma: a roadmap for product development, McGraw-Hill, New York (2003)

The XRD pattern is similar to that of single phase zeolite (Na-P1), which has been examined earlier by Musyoka et al [25].
El-Naggar, A.M.
El-Kamash, M.I.
El-Dessouky, A.K.

For erosion protection of new Taitung Bridge, this study evaluates different cases according to site conditions in front of pier 2 on the main deep trough in downstream with width 65m×length 15m, EL.24.5m of the apron set as case A, width 65m×length 15m, EL.25&24m of the stepped apron set as case B, width 120m×length 15m, EL.25&24m of the stepped apron set as case C, etc.
According to the above simulation, the erosion formulas by Ettema et al. (1998) [9], which Professor Cheng Lin[5] promoted, applied to calculate their local scour depths and compare the improvement of apron set, as shown in Fig. 6.

For the composite material, EL and ET are the longitudinal and transverse Young's moduli (173 and 33.1 GPa, respectively), GLT is the shear modulus (9.38 GPa), and vLT is the Poisson's ratio (0.036).
The Young's moduli, EL and ET are considered as uncertainty parameters in this example.
Due to lack of enough experimental data and knowledge, there are only two evidence sources which given the multiple interval information for the scales (α and β) of the Young's mouli (EL and ET) as follow: [0.5,1.5], [0.8,2.0] α β ∈ ∈ .
Gareth Pierce, Yakov Ben-Haim, et al: IEEE Transactions on Neural Networks, Vol. 6(2006), p. 1349-1361 [6] Scott J.

Ti3SiC2 belongs to the ternary compound with a formula Mn+1AXn, where n ranges from 1 to 3, M is an early transitional metal (Ti, V, Sc, Cr, Zr), A stands for a III-A or IV-A element (Si, Ge, Al, In, etc.), and X is either carbon or nitrogen.
El-Raghy and M.
El-Raghy, J.
El-Raghy, J.

Contraction of multiple SSFs was observed recently using electroluminescence (EL) imaging [[] J.D.
Lett. 90 (2007) 143519 ], after high temperature annealing, and also by using EL imaging under concurrent low current bias and heating at 210 oC for 1 hour.
Based on the EL studies, and simulations, Caldwell et al. suggested a driving force model that also accounted for SSF contraction [[] J.D.