Experimental Study on Stability Analysis of Shallow-Buried Metro Station Hard Rock Excavation under Blasting Vibration Effect-Reference-Cited by-同舟云学术

Experimental Study on Stability Analysis of Shallow-Buried Metro Station Hard Rock Excavation under Blasting Vibration Effect

Published:2024-01-29 Issue:3 Volume:47 Page:20230382
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Li Wei¹²,Zhang Qingsong³,Peng Yuxuan¹,Yu Liyuan¹,Bai Jiwen²,Liu Yankai²,Wang Zhiheng²,Han Gang¹⁴

Affiliation:

1. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, No. 1 Quanshan Block Daxue Rd., Xuzhou, Jiangsu 221116, PR China, https://orcid.org/0009-0001-1795-1596 (W.L.)

2. School of Civil Engineering, Geotechnical and Structural Engineering Research Center, Shandong University, 17923 Jingshi Rd., Jinan, Shandong 250061, PR China

3. School of Civil Engineering, Geotechnical and Structural Engineering Research Center, Shandong University, 17923 Jingshi Rd., Jinan, Shandong 250061, PR China (Corresponding author), e-mail: zhangqingsong@sdu.edu.cn

4. Shandong Railway Transit Survey and Design Institute Co., Ltd., No. 5 Jiefang East Rd., Jinan, Shandong, 250014, China

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference27 articles.

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4. Physical Model Test and Numerical Simulation Study of Cumulative Damage to Deep Tunnel Surrounding Rock under Cyclic Blasting Load;Huang;International Journal of Damage Mechanics,2023

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