Modeling of Minimum and Maximum Void Ratios of Granular Soils

Table 4

Soil properties of the soil samples.

No.	Reference	Soil ID	emin	emax
1	Indraratna et al. [19]	G1	0.615	0.825
2		G2	0.567	0.785
3		G3	0.535	0.775
4		G4	0.484	0.747
5		G5	0.471	0.743
6		G6	0.465	0.730
7	Youd [8]	MOL-Mix-No. 1	0.458	0.799
8		MOL-Mix-No. 2	0.370	0.688
9		MOL-Mix-No. 3	0.300	0.577
10		MOL-Mix-No. 4	0.271	0.491
11		CB-Mix-No. 1	0.705	1.257
12		CB-Mix-No. 2	0.590	1.099
13		CB-Mix-No. 3	0.480	0.993
14		CB-Mix-No. 4	0.439	0.800
15	Fragaszy and Sneider [20]	Soil 1, G = 40%	0.315	—
16		Soil 1, G = 70%	0.351	—
17		Soil 1, G = 85%	0.453	—
18		Soil 2, G = 20%	0.309	—
19		Soil 2, G = 40%	0.260	—
20		Soil 2, G = 70%	0.220	—
21		Soil 2, G = 85%	0.329	—
22		Soil 3, G = 20%	0.303	—
23		Soil 3, G = 40%	0.275	—
24		Soil 3, G = 70%	0.297	—
25		Soil 3, G = 85%	0.492	—
26		Soil 4, G = 40%	0.280	—
27		Soil 4, G = 70%	0.226	—
28		Soil 4, G = 85%	0.319	—
29		Soil 5, G = 20%	0.315	—
30		Soil 5, G = 40%	0.280	—
31		Soil 5, G = 70%	0.323	-
32		Soil 5, G = 85%	0.437	—
33		Soil 6, G = 20%	0.223	—
34		Soil 6, G = 50%	0.217	—
35		Soil 6, G = 70%	0.289	—
36		Soil 6, G = 85%	0.345	—
37		Soil 7, G = 20%	0.289	—
38		Soil 7, G = 50%	0.278	—
39		Soil 7, G = 70%	0.340	—
40		Soil 7, G = 85%	0.504	—
41		Soil 8, G = 20%	0.200	—
42		Soil 8, G = 40%	0.227	—
43		Soil 8, G = 50%	0.247	—
44		Soil 8, G = 70%	0.348	—
45		Soil 8, G = 85%	0.516	—
46	This study	G1-1	0.242	0.541
47		G1-2	0.254	0.568
48		G1-3	0.268	0.570
49		G1-4	0.345	0.589
50		G1-5	0.376	0.630
51		G1-6	0.398	0.669
52		G1-7	0.431	0.673
53		G1-8	0.483	0.738
54		G2-1	0.296	0.631
55		G2-2	0.285	0.645
56		G2-3	0.323	0.643
57		G2-4	0.357	0.666
58		G2-5	0.401	0.672
59		G2-6	0.437	0.699
60		G2-7	0.488	0.726
61		G2-8	0.546	0.774