Mathematical Problems in Engineering / 2021 / Article / Tab 3 / Research Article
Modeling of Minimum and Maximum Void Ratios of Granular Soils Table 3 Minimum and maximum void ratios for CB-Mix-No. 1 (CB-1), CB-Mix-No. 2 (CB-2), G1-1, and G2-8, obtained from the Chang model and Chang–Youd models’ prediction and test.
Soil ID n e i Chang model e min Chang–Youd model e min Test e min Chang–Youd model Test Chang model Chang–Youd model Chang model Chang–Youd model e i e max e max CB-1 1 0.707 0.737 0.701 0.692 0.701 0.713 0.705 1.289 1.230 1.248 1.257 2 0.716 0.731 0.675 0.713 1.280 1.248 CB-2 1 0.692 0.679 0.495 0.494 0.622 0.620 0.59 1.207 0.967 1.119 1.099 2 0.707 0.734 0.622 0.620 1.285 1.119 3 0.717 0.732 0.621 0.618 1.283 1.095 4 0.732 0.688 0.519 0.515 1.221 0.907 G1-1 1 0.832 0.464 0.139 0.106 0.214 0.260 0.242 0.768 0.359 0.511 0.541 2 0.558 0.436 0.213 0.203 0.757 0.476 3 0.241 0.464 0.209 0.260 0.831 0.511 4 0.063 0.343 0.103 0.172 0.660 0.315 G2-8 1 0.781 0.467 0.616 0.469 0.636 0.494 0.546 0.772 0.807 0.836 0.774 2 0.710 0.456 0.638 0.493 0.756 0.836 3 0.632 0.515 0.626 0.491 0.867 0.828 4 0.555 0.580 0.578 0.460 0.994 0.776