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Advances in Civil Engineering
/
2021
/
Article
/
Tab 2
/
Research Article
In Situ Test Research on Friction Resistance of Self-Anchored Test Pile
Table 2
The load transfer parameters
a
and
b
and the determinable coefficient
R
2
.
ā
a
b
R
2
Upper pile
0.002
0.021
0.989
Lower pile
0.003
0.016
0.993