Relationship between cracked-zone radius and dominant frequency of vibration in tunnel blasting-Reference-Cited by-同舟云学术

Relationship between cracked-zone radius and dominant frequency of vibration in tunnel blasting

Published:2022-12 Issue: Volume:160 Page:105249
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Liu Da^ORCID,Lu Wenbo^ORCID,Yang Jianhua,Gao Jianglin,Yan Peng,Hu Songtao,Yao Chi

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference44 articles.

1. Effect of blast-induced vibration from new railway tunnel on existing adjacent railway tunnel in Xinjiang, China;Liang;Rock Mech Rock Eng,2012

2. Assessment of underground tunnel stability to adjacent tunnel explosion;Li;Tunn Undergr Space Technol,2013

3. Model test study on vibration blasting of large cross-section tunnel with small clearance in horizontal stratified surrounding rock;Song;Tunn Undergr Space Technol,2019

4. Effect of underground mine blast vibrations on overlaying open pit slopes: a case study for Daye iron mine in China;Jiang;Geotech Geol Eng,2017

5. Dynamic characteristics and safety criterion of deep rock mine opening under blast loading;Xu;Int J Rock Mech Min,2019

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