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Advances in Civil Engineering
/
2018
/
Article
/
Tab 1
/
Research Article
A Systematic Method to Evaluate the Shear Properties of Soil-Rock Mixture considering the Rock Size Effect
Table 1
The related parameters of the direct shear test of S-RM considering the gap effect.
Largest particle size
D
max
(mm)
Testing scale (mm)
Gap (mm)
Vertical stress (kPa)
Shear velocity (mm/min)
Water content (%)
L
W
H
R
H
10
300
300
300
200
300
0/2/4/6/8
100/200/300
1.4
0