Advances in Civil Engineering

Advances in Civil Engineering / 2019 / Article

Corrigendum | Open Access

Volume 2019 |Article ID 8081293 | https://doi.org/10.1155/2019/8081293

Ping Zou, Ximo Zhao, Zhonghua Meng, Aibing Li, Zhengyu Liu, Wanjie Hu, "Corrigendum to “Sample Rocks Tests and Slope Stability Analysis of a Mine Waste Dump”", Advances in Civil Engineering, vol. 2019, Article ID 8081293, 1 page, 2019. https://doi.org/10.1155/2019/8081293

Corrigendum to “Sample Rocks Tests and Slope Stability Analysis of a Mine Waste Dump”

Received15 Apr 2019
Accepted06 May 2019
Published28 May 2019

In the article titled “Sample Rocks Tests and Slope Stability Analysis of a Mine Waste Dump” [1], the article in reference [19] was cited incorrectly as “Y. Wang, P. Guo, and Y. Zhao, “Behaviour and modelling of fiber reinforced clay under triaxial compression by using the combining superposition method with the energy based homogenization technique,” International Journal of Geomechanics, vol. 18, no. 1, Article ID 04017129, 2018.”

The article’s correct citation is “Y. X. Wang, P. P. Guo, F. Dai, X. Li, Y. L. Zhao, and Y. Liu, “Behavior and modeling of fiber-reinforced clay under triaxial compression by combining the superposition method with the energy-based homogenization technique,” International Journal of Geomechanics, vol. 18, no. 12, Article ID 04018172, 2018” [2].

References

  1. P. Zou, X. Zhao, Z. Meng, A. Li, Z. Liu, and W. Hu, “Sample rocks tests and slope stability analysis of a mine waste dump,” Advances in Civil Engineering, vol. 2018, Article ID 6835709, 17 pages, 2018. View at: Publisher Site | Google Scholar
  2. Y. X. Wang, P. P. Guo, F. Dai, X. Li, Y. L. Zhao, and Y. Liu, “Behavior and modeling of fiber-reinforced clay under triaxial compression by combining the superposition method with the energy-based homogenization technique,” International Journal of Geomechanics, vol. 18, no. 12, Article ID 04018172, 2018. View at: Publisher Site | Google Scholar

Copyright © 2019 Ping Zou et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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