Sentence examples for pillar due from inspiring English sources
The observed failure of mined storage caverns in shale formations indicates that one of the major causes of pillar failure is the effect of jointing, fracturing, and deterioration of the shale in the outer portions of the pillar due to a combination of stress slabbing and slaking.
Treatment could be stopped for several reasons: due to treatment failure (lack of response), severe AEs, or in PILLAR due to virologic response at Weeks 4 and 12. Sensitivity analyses compared FSS scores for patients treated with simeprevir/PR who had 192 days of treatment or less with those who completed more than 192 days of treatment (24 weeks) to evaluate the impact of RGT on FSS scores.
The worn pillars are softer than unworn pillars due to a pre-straining effect: undefected pillars are nearly free of dislocations, whereas worn pillars have pre-existing dislocations built in.
The deflection of those pillars due to the adhesion of S. aureus serves as a means for force estimation and is measured in a scanning electron microscope after fixation of the incubated substrates.
The smallest size devices have largest failure of the Cu pillars, due to the Joule heating.
This increase in stress over neighboring solid coal pillars due to the opening is called mining induced stress and has got two components: vertical and horizontal.
Furthermore, the inclination of the pillars due to the formation of protrusions will provoke bending of the pillars, which also reduces adhesion.
The latter has been investigated in detail and shows detachment of rubber elastic pillars due to mechanical instability at high compressive load, leading to a preload responsive switchable adhesive.
W fuzz was found to be absent from pillar sides due to high ion backscattering rates from pillar sides.
This reduction resulted from the formation of a non-multilayered pillar structure due to the growth of interface roughness between layers.
The triggering mechanism for the violent events is sudden loss of pillar confinement due to dynamic loading resulting from failure of overlying stiff and strong strata.
