Sentence examples for g of modified from inspiring English sources

The dissolution time is less than 2 min when 1 g of modified cellulose is added into 100 mL of distilled water.

Esculin hydrolysis (ESC) was tested using an agar containing 41 g/L of modified Edwards Medium (Oxoid, Basel, Switzerland) supplemented with 500 mg/L of ammonium iron (III) citrate (Sigma-Aldrich, Buchs, Switzerland) as an iron source and 18 g/L of agarose (Agar No. 3; Oxoid, Basel, Switzerland).

Figure 5 illustrates feature vectors g U and g L ′ and simplified feature vectors g u and g L ′. Figure 5 Illustration of modified feature vectors.

Silencing of IKK α in E2-challenged cells resulted into an increased presence of either 8-oxo-Gs as well as of the base-excision repair enzyme 8-oxo-guanine-DNA glycosylase 1 (OGG1, that cooperates in the removal of modified Gs upon formation of nicks on DNA) and into a hampered transcription of pS2 gene (Supplementary Figure 1B).

The high removal yields (76 % to 99%%) in short contact time of 30 min at the presence of low dose of adsorbent (0.05 to 0.1 g) are the precious advantages of modified silica aerogel.

Similar results were observed for the quality of modified gene trees(G NNI ) in term of RF distance to G True  and for the quality of reconciliations in term of event distance between inferred and true reconciliation.

The diameter of modified rod-like g-C3N4 materials is determined to be around 1 μm.

The ASPB (D z ≈ 100 nm, M w = 500 2000 g/mol) consisting of modified SiO2 cores and PSS brushes were prepared by surface-initiated polymerization [28].

Using the same method, the value obtained of conductance (G modified ) is ~7.5 nS, and the diameter (~34 nm) of modified nanopore can be calculated.

The Superpave™ tests and Fourier transform infrared spectroscopy (FTIR) measurements were conducted for obtaining the complex shear modulus G* and microstructure distribution of modified asphalt binders.

DSR fatigue test results showed that addition of EVA decreases the fatigue parameter (G∗Sin of modified bitumens while addition of gilsonite increases the fatigue parameter of modified bitumens. BBR test results showed that addition of EVA decreases the creep stiffness (S-value) of modified bitumens while addition of gilsonite increases the creep stiffness of modified bitumens.