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The pushover and cyclic behavior of the beam specimens is plotted in the form of load-deformation for determining the non-linear modeling parameters as per ASCE/SEI 41-06.
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Strain time curves of geogrid specimens were plotted directly from the test records.
Brittleness index of 78% relative density specimens are plotted in Fig. 19.
Strain profiles of all series, except GE4 specimens, were plotted for three strain gauge set-up.
The variations in the DC conductivity of the specimens are plotted in Fig. 6a, b.
On a Day plot (Day et al., 1977), the specimens were plotted over the "PSD" region (Fig. 6(b)).
Numerical and experimental load displacement curves for the IMF and SMF specimens are plotted in Figs. 19a and 19b, respectively.
The back calculated and the code effective moment of inertia values for one of the test specimens are plotted against the applied moment (M a ) in Fig. 10.
This parameter was correlated with different drift angles for different sizes of the specimen and accordingly variation of eN with drift angle for different sizes of specimens were plotted.
Growth curves can be developed when the ages of different specimens are plotted on a graph along with their mass.
The results of the kappa and lambda FLC analyses, as measured by the two assays, for all the specimens, were plotted.
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