Sentence examples for strength close to from inspiring English sources

Catalyst tablet texture is examined, and it is observed that the tablets with strength close to low end of strength distribution have higher porosity, lower density and larger pore size in comparison with those near high end.

There have been hurricane intensifications much more rapid and alarming than this — like Hurricane Wilma in 2005 and Hurricane Patricia in 2015 — but in general, any major change in storm strength close to land is a huge risk because people have little time to prepare for it.

When I dropped the strength close to Mr. Hoffmann's preferred 1.5percentt by using a third less ground coffee (about 12 grams of coffee to 180 grams, or 6 fluid ounces, of water), the fruity aroma was much more evident, and the flavor generally brighter and more lively.

EFS powder tends to coarsen the pore structure of the hardened paste and decreases the compressive strength of concrete at any age; on the other hand, concrete containing the BFS powder exhibits a late-age microstructure and strength close to or even superior to that of plain cement concrete.

The results showed that the SBCM specimen at 1 7 days of age possessed a compressive strength close to or slightly higher than that of a ordinary Portland cement mortar (OPCM) specimen, whereas that at 14 90 days had a compressive strength 6 36% greater than that of OPCM specimens.

Bousquet showed strength close to the line on the back of a penalty to reduce the arrears but normal service was resumed when McGillvary crossed on the right after slick hands.

Proposed equation predicts tensile strength closer to experimental value at higher strength level.

Simple methods of roughening the surface of the precast concrete element resulted in shear strengths close to that of monolithic concrete members.

Experimental results have revealed that if optimum moisture content is calculated and used, specimens with different percentages of Lumachelle fine aggregates will have strengths close to those prepared with standard aggregates.

Previous compression tests on single crystal Mo alloy micro-pillars produced by directional solidification of eutectic alloys showed that as-grown pillars yield at strengths close to the theoretical strength while pre-strained pillars yield at considerably lower stresses.

For example, analysis results indicate that buildings designed according to NBCC 1995 (i.e., for a 10% in 50-year design force level) have actually strengths close to the 2% in 50-year design force level in terms of building drifts (Heidebrecht 1999; Biddah 1998).