Numerical study on crack propagation of rock mass using the time sequence controlled and notched blasting method
Author(s): |
Xinping Li
(Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China)
MingNan Xu (Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China) Yang Wang (Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China) Gang Wang (Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China) JunHong Huang (Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China) Weisong Yin (Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China) Ge Yan (Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan University of Technology, Wuhan, China) |
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Medium: | journal article |
Language(s): | English |
Published in: | European Journal of Environmental and Civil Engineering, July 2021, n. 13, v. 26 |
Page(s): | 1-19 |
DOI: | 10.1080/19648189.2021.1956597 |
- About this
data sheet - Reference-ID
10624773 - Published on:
26/08/2021 - Last updated on:
10/12/2022