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Advances in Civil Engineering
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2020
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Article
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Tab 1
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Research Article
Direct Shear Test on Coarse Gap-Graded Fill: Plate Opening Size and Its Effect on Measured Shear Strength
Table 1
Physical properties of gap-graded rock-soil mixtures G1, G2, and G3.
Specimen
Dr
C
u
C
c
G1
0.60
1.59
1.32
20.0
0.075
2.81
0.88
G2
0.60
1.92
1.60
20.0
0.075
68.67
0.02
G3
0.60
1.94
1.57
20.0
0.075
11.41
9.94