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Advances in Civil Engineering
/
2021
/
Article
/
Tab 1
/
Research Article
Experimental Study on Bearing Characteristics and Soil Deformation of Necking Pile with Cap Using Transparent Soils Technology
Table 1
Fused quartz sand parameters.
C
u
C
c
ρ
d
(g·cm
3
)
ρ
dmax
(g·cm
3
)
ρ
dmin
(g·cm
3
)
γ
(kN·m
3
)
5.45
2.04
1.4
1.56
1.18
2.33
