Impact analysis of pressure-relief blasting on roadway stability in a deep mining area under high stress

Y Luo, K Xu, J Huang, X Li, T Liu, D Qu… - … and Underground Space …, 2021 - Elsevier
In the development of deep underground engineering operations, the surrounding rock is
prone to large deformation, rockbursting, and other major engineering disasters. Pressure …

[HTML][HTML] A new energy-absorbing bolt used for large deformation control of tunnel surrounding rock

J Wang, W Liu, Z Song, L Li, S Feng… - International Journal of …, 2022 - Elsevier
In order to control the large deformation of tunnel surrounding rock, a new energy-absorbing
bolt is developed. This bolt can be transformed into a rigid support when the deformation of …

Mechanical behavior of soft rock roadway reinforced with NPR cables: A physical model test and case study

J Wang, P Liu, C Wu, M He, W Gong - Tunnelling and Underground Space …, 2023 - Elsevier
Deep soft rock roadways are prone to large deformations and failure when reinforced with
traditional rockbolts owing to the stiffness mismatch between soft rocks and rockbolts. Thus …

Recent development and prospects of energy-absorbing bolt in underground engineering

J Bei, W Qi, W Huayong, X Zhongxin… - Journal of Mining …, 2021 - kykxxb.cumtb.edu.cn
There are many challenges in the process of underground engineering construction, such
as high stress, extremely soft rock, strong mining and other complex conditions. The …

Research on the energy constitutive model and static load anchorage characteristics of a novel mace-type energy release bolt

H Li, W Pan, Y Wang, X Zhao, X Hua, B Dai - Geotechnical and Geological …, 2024 - Springer
Based on the shortcomings of traditional bolts in the process of supporting surrounding rock,
the structural composition and working principle of new bolts have been studied in detail …

Laboratory model tests of seismic strain response of anti-seismic anchor cables

Y Wang, Y Tang, F Zhang, J Guo - Frontiers in Earth Science, 2022 - frontiersin.org
Under the impact of seismic forces, the strain of conventional anchor cables tended to
increase sharply in an instant, which could easily cause the anchor cables to fail due to …

A simple time-dependent chart of extension fracture initiation within brittle homogenous and heterogeneous rock pillars in hard rock mining

F Sengani - Geotechnical and Geological Engineering, 2020 - Springer
A simple empirical time-dependent chart of extension fracture initiation is described. The
chart was developed using simple borehole periscope observations within the rib pillars …

地下工程吸能锚杆研究现状与展望

江贝, 王琦, 魏华勇, 辛忠欣, 何满潮, 吴文瑞… - 矿业科学 …, 2021 - kykxxb.cumtb.edu.cn
锚杆是地下工程硐室的主体支护方式, 为吸收围岩变形释放的能量, 控制围岩变形,
需要研发具有高恒阻力, 高延伸率和高预应力的吸能锚杆. 本文从吸能锚杆的研发历程 …

Earthquake Dynamic Failure Mechanism of Dangerous Rock Based on Dynamics and PFC3D

Y Tian, Y Wu, H Li, B Ren, H Wang - Frontiers in Earth Science, 2021 - frontiersin.org
The dynamic failure mechanism of horizontally layered dangerous rock during earthquakes
is complex and only few studies have addressed the combination of particle flow code (PFC) …

Comparative shear tests of bolt rods under static and dynamic loading

A Pytlik - Studia Geotechnica et Mechanica, 2020 - sciendo.com
This article presents the methodology and results of single shear tests of bolt rods under
dynamic impact loading generated by means of a drop hammer. Comparative analysis was …