Advances in Civil Engineering
Volume 2020 (2020), Article ID 7609163, 1 page
https://doi.org/10.1155/2020/7609163

Corrigendum

Corrigendum to “Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure K₀ Consolidation before Freezing”

Jinbo Jia,¹ Yansen Wang,1,2 and Yangguang Leng²

¹State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China
²School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China

Correspondence should be addressed to Yansen Wang; yswang@cumt.edu.cn

Received 9 August 2020; Accepted 9 August 2020; Published 14 September 2020

Copyright © 2020 Jinbo Jia 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.

In the article titled “Unloading Creep Characteristics of Frozen Clay Subjected to Long-Term High-Pressure K₀ Consolidation before Freezing” [1], there were two clerical errors in both affiliation names, where the word “Science” was redundant, as follows:

(1)State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining Science and Technology, Xuzhou 221116, China(2)School of Mechanics and Civil Engineering, China University of Mining Science and Technology, Xuzhou 221116, China

The correct affiliation titles are as follows:

(1)State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, China(2)School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou 221116, China.

References

J. Jia, Y. Wang, and Y. Leng, “Unloading creep characteristics of frozen clay subjected to long-term high-pressure K₀ consolidation before freezing,” Advances in Civil Engineering, vol. 2019, Article ID 7192845, 18 pages, 2019.