2022年5月
Corrigendum to “Influence of the sloping ground conditions and the subsequent shaking events on the pile group response subjected to kinematic interactions for a liquefiable sloping ground”[Soil Dyn. Earthq. Eng. 152 (2022) 107036] (Soil Dynamics and Earthquake Engineering (2022) 152, (S0267726121004589), (10.1016/j.soildyn.2021.107036))
Soil Dynamics and Earthquake Engineering
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- 156
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- 記述言語
- 掲載種別
- 研究論文(学術雑誌)
- DOI
- 10.1016/j.soildyn.2022.107208
The authors regret that they have noticed two required corrections in the original paper. 1. From Figs. 19–25, the bending moment axis title should read as (MN-m) X 10-2.2. In sections 5 & 6; the bending moments values, which are written in few places should be multiplied by 10-2.None of these corrections affects any of the discussions made in the original paper. The authors would like to apologise for any inconvenience caused.
- リンク情報
- ID情報
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- DOI : 10.1016/j.soildyn.2022.107208
- ISSN : 0267-7261
- SCOPUS ID : 85125497607