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Advances in Civil Engineering
/
2018
/
Article
/
Tab 3
/
Research Article
Practical Approach to Predicting the
K
0
Behavior of In Situ Sandy Gravel
Table 3
Predicted
and
of P3.
ā
P1
P2
P4
Eq. (
4
)
Maximum difference
0.924
0.932
0.933
0.926
1%
0.312
0.314
0.315
0.313
0.9%