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A platform for research: civil engineering, architecture and urbanism
Correction to: Single Helix Screw Pile Behavior Under Compressive Loading/Unloading Cycles in Dense Sand
https://orcid.org/0000-0002-7785-9847
In the original publication of the article, the coefficient of determination ($ R^{2} $) was mistakenly written as “0.99” in Figure 6a. The actual value of coefficient of determination ($ R^{2} $) is “0.81”.
Correction to: Single Helix Screw Pile Behavior Under Compressive Loading/Unloading Cycles in Dense Sand
https://orcid.org/0000-0002-7785-9847
In the original publication of the article, the coefficient of determination ($ R^{2} $) was mistakenly written as “0.99” in Figure 6a. The actual value of coefficient of determination ($ R^{2} $) is “0.81”.
Correction to: Single Helix Screw Pile Behavior Under Compressive Loading/Unloading Cycles in Dense Sand
https://orcid.org/0000-0002-7785-9847
In the original publication of the article, the coefficient of determination ($ R^{2} $) was mistakenly written as “0.99” in Figure 6a. The actual value of coefficient of determination ($ R^{2} $) is “0.81”.
Correction to: Single Helix Screw Pile Behavior Under Compressive Loading/Unloading Cycles in Dense Sand
Malik, Adnan Anwar (author) / Kuwano, Jiro (author)
2020
Article (Journal)
Electronic Resource
English
BKL:
57.00$jBergbau: Allgemeines
/
38.58
Geomechanik
/
57.00
Bergbau: Allgemeines
/
56.20
Ingenieurgeologie, Bodenmechanik
/
38.58$jGeomechanik
/
56.20$jIngenieurgeologie$jBodenmechanik
Single Helix Screw Pile Behavior Under Compressive Loading/Unloading Cycles in Dense Sand
| Online Contents | 2020
Effects of installation advancement rate on helical pile helix behavior in very dense sand
| Springer Verlag | 2023