A state-of-the-art review of road tunnel subjected to blast loads

R Cheng, W Chen, H Hao, J Li - Tunnelling and Underground Space …, 2021 - Elsevier
Road tunnels are critical components in road transportation networks. In their service life
they may subject to explosion loads from terrorist bombing attacks, engineering blasting for …

Modelling the source of blasting for the numerical simulation of blast-induced ground vibrations: a review

D Ainalis, O Kaufmann, JP Tshibangu… - Rock mechanics and …, 2017 - Springer
The mining and construction industries have long been faced with considerable attention
and criticism in regard to the effects of blasting. The generation of ground vibrations is one of …

Burden effects on rock fragmentation and damage, and stress wave attenuation in cut blasting of large-diameter long-hole stopes

Z Zhang, X Qiu, X Shi, Z Luo, H Chen… - Rock Mechanics and Rock …, 2023 - Springer
Cut blasting with single free surface is the first step of the large-diameter long-hole (LDL)
mining method, which creates more relief space for subsequent blasting procedures. The …

Effects of external dynamic disturbances and structural plane on rock fracturing around deep underground cavern

F Feng, S Chen, X Zhao, D Li, X Wang, J Cui - International Journal of Coal …, 2022 - Springer
The occurrence of disasters in deep mining engineering has been confirmed to be closely
related to the external dynamic disturbances and geological discontinuities. Thus, a …

Experimental study on the dynamic behavior of sandstone with coplanar elliptical flaws from macro, meso, and micro viewpoints

Z Han, D Li, X Li - Theoretical and Applied Fracture Mechanics, 2022 - Elsevier
A series of dynamic tests were performed using a split Hopkinson pressure bar device to
investigate the effect of coplanar elliptical flaws with a range of inclination angles on the …

Analysis of fractures of a hard rock specimen via unloading of central hole with different sectional shapes

F Feng, S Chen, D Li, S Hu… - Energy Science & …, 2019 - Wiley Online Library
Hard rock failure and rockburst hazards under high in situ stresses have been the subject of
deep rock mechanics and engineering. Previous investigations employed cubic rock …

Influence of wavelength-to-tunnel-diameter ratio on dynamic response of underground tunnels subjected to blasting loads

C Li, X Li - International Journal of Rock Mechanics and Mining …, 2018 - Elsevier
The theoretical formulas were firstly derived to quantitatively assess the relative velocity
around a circular tunnel induced by blasting loads, and the influence of wavelength-to …

Numerical analysis of the cracking and failure behaviors of segmental lining structure of an underwater shield tunnel subjected to a derailed high-speed train impact

Q Yan, Y Xu, W Zhang, P Geng, W Yang - Tunnelling and Underground …, 2018 - Elsevier
Extended finite element analysis was performed to investigate the cracking and failure
characteristics of the segmental lining structure of an underwater shield tunnel upon a …

Modeling hard rock failure induced by structural planes around deep circular tunnels

F Feng, X Li, J Rostami, D Li - Engineering Fracture Mechanics, 2019 - Elsevier
Construction of tunnels is often associated with fault or structural features that could affect
tunnel stability during the construction phase and service life. Therefore, failure …

FDEM simulation of rock damage evolution induced by contour blasting in the bench of tunnel at deep depth

H Han, D Fukuda, H Liu, EF Salmi, E Sellers… - … and Underground Space …, 2020 - Elsevier
One highly effective approach for tunnelling in rock at deep depth is blasting. The damage
and in-situ stress redistribution in the surrounding rock mass induced by the blast loading …