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Advances in Civil Engineering
/
2024
/
Article
/
Tab 6
/
Research Article
Dynamic Properties and Dynamic Response Model of Jointed Granites by Cyclic Loading
Table 6
The parameters
a
,
b
, and
c
change curve with frequency.
Name
Parameter versus frequency equation
Single jointed 30° samples
Single jointed 60° samples
Double jointed 30° samples