Correction to: Single Helix Screw Pile Behavior Under Compressive Loading/Unloading Cycles in Dense Sand
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CORRECTION
Correction to: Single Helix Screw Pile Behavior Under Compressive Loading/Unloading Cycles in Dense Sand Adnan Anwar Malik
. Jiro Kuwano
Ó Springer Nature Switzerland AG 2020
Correction to: Geotech Geol Eng https://doi.org/10.1007/s10706-020-01385-4
1.2
Load on Central Shaft, Ps (kN)
In the original publication of the article, the coefficient of determination (R2) was mistakenly written as ‘‘0.99’’ in Figure 6a. The actual value of coefficient of determination (R2) is ‘‘0.81’’. The corrected Fig. 6a is provided below.
1.4
Load on Shaft under Helix (Screw Pile) Load at Shaft Tip (Straight Pile)
1.12kN
1.0 R2 = 0.819 0.8
Ds
Ds
0.6
0.4 Dh
0.2 Ps-below helix
Ps-at Tip
Dh = 90mm (4.15 x Ds)
0.0 0
10
20
30
40
50
60
70
80
90 100
Helix Diameter, Dh (mm)
Fig. 6 Load distribution under the helix with increasing helix diameter a comparison of load on central shaft under helix with straight pile tip load Publisher’s Note Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
The original article can be found online at https:// doi.org/10.1007/s10706-020-01385-4. A. A. Malik (&) J. Kuwano Department of Civil and Environmental Engineering, Saitama University, Saitama, Japan e-mail: [email protected]
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