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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]).
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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].
Mean (standard deviation [SD]) baseline, safety follow-up and change from baseline to safety follow-up scores were calculated using actual values.
Second, to estimate the effect of working hours on patient safety grade and number of events reported during the past year, the odds ratio (OR) of working hours per week for patient safety grade and number of events reported were calculated using a generalized linear mixed model (GLMM).
A hierarchical structure representing factors influencing crossing safety has been developed and the relative contributions of each factor were calculated using AHP method.
Averages were calculated using three spike-ins.
Modeled scattering intensities were calculated using CRYSOL63.
Read counts were calculated using HTSeq-count.
Relative expression levels were calculated using 2−△△Ct method2−△△Ct
Component scores were calculated using regression models.
Cd31+, Ng2+ and isolectin+ areas were calculated using ImageJ software.
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