This article is a correction to:
Analysis of Failure Models and Deformation Evolution Process of Geological Hazards in Ganzhou City, China
Qinghua Zhan
Shimei Wang1,2
Li Wang
Fei Guo- 1Key Laboratory of Geological Hazards on the Three Gorges Reservoir Area, Ministry of Education, China Three Gorges University, Yichang, China
- 2National Field Observation and Landslides Research Station in the Three Gorges Reservoir Area, China Three Gorges University, Yichang, China
- 3China Yangtze Ecology and Environment Co. Ltd., Wuhan, China
A Corrigendum on
Analysis of Failure Models and Deformation Evolution Process of Geological Hazards in Ganzhou City, China
by Zhan, Q., Wang, S., Wang, L., Guo, F., Zhao, D., and Yan, J. (2021). Front. Earth Sci. 9:731447. doi: 10.3389/feart.2021.731447
In the original article, there was a mistake in Table 3 “Rock and soil-mechanical parameters of discrete elements in each slope” as published.
TABLE 3
TABLE 3. Rock and soil-mechanical parameters of discrete elements in each slope.
The authors pasted duplicate data in Table 3, which caused the data in Table 3 and Table 2 to be duplicated. The corrected Table 3 Rock and soil-mechanical parameters of discrete elements in each slope appears below.
The authors apologize for this error and state that this does not change the scientific conclusions of the article in any way. The original article has been updated.
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Keywords: geohazards, landslides, landslide-prone rocks, slope failure mode, in-situ model test, numerical simulation
Citation: Zhan Q, Wang S, Wang L, Guo F, Zhao D and Yan J (2021) Corrigendum: Analysis of Failure Models and Deformation Evolution Process of Geological Hazards in Ganzhou City, China. Front. Earth Sci. 9:765392. doi: 10.3389/feart.2021.765392
Received: 27 August 2021; Accepted: 17 September 2021;
Published: 01 October 2021.
Edited and reviewed by:
Faming Huang, Nanchang University, ChinaCopyright © 2021 Zhan, Wang, Wang, Guo, Zhao and Yan. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
*Correspondence: Li Wang, d2FuZ2xpX2N0Z3VAMTI2LmNvbQ==