Sentence examples for slides c from inspiring English sources

F = 0, when free-face is absent F=0.13,mathrm{when} mathrm{free}hbox mathrm{face} mathrm{is} mathrm{present} (9) Sle 1.3 (10)in which T is the topographical factor for shallow soil slides; C r is the critical value for triggering these slides.

Standard slides (C; American Radiochemical, St . Louis MO) were incorporated in each run to ensure that densitometric analysis was undertaken within the linear range of the autoradiographic film.

Possible explanations for this observation include the following: a) the experience of all doctors involved; b) the increased alertness of both the referring gynecologist and the cytopathologist examining the slides; c) the fact that the Department of Cytopathology is accredited and therefore undergoes continuous quality assessment/quality control evaluation.

Fig. 4 Three damage modes a mode I (opening) b mode II (sliding) c mode III (tearing) (Shi 2014).

A total of 78 cells were analysed of which in the slide A 19/22 (86%) were found to be unbalanced, in slide B 25/31 (81%) were normal and in slide C 21/25 (84%) were balanced.

However, the subunits of the sliding clamp ring are composed of two homologous subdomains, the DNA-PPF domain and a gp45-slide C subdomain (PFAM PF09116) [ 44], which is absent in CpsA.

(a) Single layer slide, (b) double layer slide and (c) triple layer slide.

Numerical simulations are presented for different sliding mode control designs, such as: (a) first-order sliding mode control, (b) non-singular terminal sliding modes, (c) second order sliding mode (SOSM) algorithms (twisting and super-twisting) as well as (d) quasi-continuous HOSM finite-time controllers.

Several assessments were made to reflect size: (a) estimate from the gross description, (b) maximum dimension per slide, and (c) number of slides with DCIS involvement.

Open image in new window Fig. 4 Different footing conditions: a fixed base, b elastic base with no sliding allowed, c elastic base with sliding allowed, d nonlinear base with no sliding and e nonlinear base with sliding unrestricted (Raychowdhury and Hutchinson 2008).

(a) Rock avalanches, (b) translational slides and (c) shallow-disrupted slope failures.