In-situ high-speed 3D-DIC experiment on blast-induced second free surface characteristics at initial stage of cut blasting in a tunnel-Reference-Cited by-同舟云学术

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In-situ high-speed 3D-DIC experiment on blast-induced second free surface characteristics at initial stage of cut blasting in a tunnel

Published:2023-12 Issue: Volume:142 Page:105392
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Wu Haojun,Gong Min,Cao Zhenyang,Wu Xiaodong,Li Shenglin,Meng Xiangdong

Funder

Fundamental Research Funds for the Central Universities

Young Elite Scientists Sponsorship Program by Tianjin

Beijing Association for Science and Technology

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference40 articles.

1. Risk assessment and prediction of flyrock distance by combined multiple regression analysis and monte carlo simulation of quarry blasting;Armaghani;Rock Mech. Rock Eng.,2016

2. Calculation of 3D displacement and time to failure of an earth dam using DIC analysis of hillshade images derived from high temporal resolution point cloud data;Berg;Landslides,2020

3. The free surface influence on blast vibration;Blair;Int. J. Rock Mech. Min. Sci.,2015

4. Quantifying the difficulty of tunnelling by drilling and blasting;Cardu;Tunn. Undergr. Space Technol.,2016

5. influence of void ratio on “Blast pull” for different confinement factors of development headings in underground metalliferous mines;Chandrakar;Tunn. Undergr. Space Technol.,2021

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1. Optimization of relief hole blasting satisfying synergistic constraints of rock-breaking area and hole-bottom minimum burden;Tunnelling and Underground Space Technology;2024-12

2. Influence of sand layer thickness on the collapse mechanism of tunnels in soil-sand-rock composite strata;Engineering Failure Analysis;2024-11

3. Model test on the collapse mechanism of subway tunnels in the soil-sand-rock composite strata;Engineering Failure Analysis;2024-08

4. Easer Hole Design Method Based on the Principle of Minimum Burden at the Hole Bottom and Its Application in Tunnel Blasting;Processes;2024-07-28

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