Sentence examples for foundation ratio from inspiring English sources

Given the current available knowledge, practical management of blood support for the trauma patient with critical bleeding should give consideration to a combination of up-front hemostatic support, a foundation ratio of blood component release, and goal-directed adjustment of transfusion therapy.

Employing the second solution procedure as the main approach, parametric studies are carried out to explore the effects of the magnetic parameter, nonlocal parameter, boundary conditions, structural damping, stiffness and damping coefficient of the foundation, aspect ratio, length to thickness ratio and van der Waals (vdW) interaction.

The results of the modelling show a large contribution of the foundation damping ratio to the overall damping ratio when soft soil conditions are considered.

The foundation aspect ratio also played an important role in this context.

The effect of flexibility of soil, stiffness of raft of piled raft foundation, slenderness ratio of chimney and of chimney elevation on the above variation is studied.

It is also shown that optimal skirt spacing for rectangular or square mudmats can be determined in plane strain conditions using the equivalent foundation embedment ratio.

Results also indicate that effects of skirt roughness become negligible as foundation embedment ratio increases in terms of determining the optimal skirt spacing.

The effect of SSI was studied by considering different parameters such as flexibility of soil, stiffness of the raft of piled raft foundation, slenderness ratio of the chimney and chimney elevation.

The embedment depth to foundation width ratio (D f/B) is varied from 0.01 to 2.0 for the eigenvalue analysis, and as expected, increasing depth of embedment results in reduced flexibility in the system leading to reduced natural period (Fig. 9).

The results of the soil interacting systems are compared with the fixed-base case for different strength reduction factors (R) and foundation aspect ratios (h/r) for a range of NEHRP soil types C and D properties.

This paper summarises the results of numerical sensitivity analyses that were performed to investigate the thermo-mechanical response of a full-scale energy pile for different (i) pipe configurations, (ii) foundation aspect ratios, (iii) mass flow rates of the fluid circulating in the pipes and (iv) fluid mixture compositions.