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A neighborhood-level walkability index with four parameters (accessibility to services, neighborhood surroundings/aesthetics, traffic safety, and crime safety) was calculated using the CNEWS, which had shown good reliability (intra-class range 0.802 - 0.947) [ 22].
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The main parameters influencing the factor of safety were calculated using conventional methods used in soil mechanics: at Payatas and Doña Juana dumpsites (Table 1), cohesion values (C) of about 2 tons/m2 were obtained, and the internal friction angle ranged from 23 to 28° (Merry et al.[2005], GeoSyntec Consultants [1998]).
The safety factor was calculated using the shear strength reduction technique in the FEM and verified by comparison with centrifuge tests.
The factor of safety (Fs) was calculated using the equation: F s = c ' + γl cos 2 θ − u i tan φ ' γl cos θ sin θ + k h γl cos θ (29).
If the difference was found to be significant, the relative safety benefit (RSB) was calculated using Eq. 3.
The magnitude of the safety potential in Finland was calculated using the population risk differences (Fig. 5) and actual yearly fatality numbers in Finland.
For an open face excavation, the factor of safety against the tunnel face instability was calculated using the strength reduction technique and the upper bound theorem.
The effect of CAD106 on brain volume (measured in cm) was calculated using a T1-weighted MRI scan, performed as part of the safety cerebral MRI.
Statistical significance was calculated using R software.
Split support was calculated using SumTrees.
Relative expression was calculated using ΔΔCt.
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