Author Correction: Dynamic stability analysis method of anchored rocky slope considering seismic deterioration effect.

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Title: Author Correction: Dynamic stability analysis method of anchored rocky slope considering seismic deterioration effect.
Authors: Jia J; State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian, 116024, China., Gao X; State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian, 116024, China. Gao_x@mail.dlut.edu.cn., Bao X; College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, 518060, China., Xiang X; China Three Gorges Corporation, Wuhan, 430010, China., Zhang L; State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian, 116024, China., Tu B; Fujian Engineering Technology Research Center for Tunnel and Underground Space, Huaqiao University, Xiamen, 361021, China.
Source: Scientific reports [Sci Rep] 2024 Apr 15; Vol. 14 (1), pp. 8661. Date of Electronic Publication: 2024 Apr 15.
Publication Type: Published Erratum
Journal Info: Publisher: Nature Publishing Group Country of Publication: England NLM ID: 101563288 Publication Model: Electronic Cited Medium: Internet ISSN: 2045-2322 (Electronic) Linking ISSN: 20452322 NLM ISO Abbreviation: Sci Rep Subsets: MEDLINE; PubMed not MEDLINE
Database: MEDLINE Ultimate
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ISSN:2045-2322
DOI:10.1038/s41598-024-59366-z