Results 11 to 20 of about 45 (36)

Research on the Impact of Different Force Directions on the Mechanical Properties and Damage Evolution Law of Sandstone with Different Hole Diameters

open access: yesAdvances in Civil Engineering, Volume 2021, Issue 1, 2021., 2021
In this research, a uniaxial acoustic emission experiment was conducted on rock samples with different positions and diameters of the hole, and an analysis was made on the impact of different hole positions and diameters on the mechanical properties, failure, energy conversion, and acoustic emission‐caused damage characteristics and laws of the rock ...
Fukun Xiao   +3 more
wiley   +1 more source

Experimental Study on the Influence Mechanism of the Structural Plane to Rockbursts in Deeply Buried Hard Rock Tunnels

open access: yesShock and Vibration, Volume 2021, Issue 1, 2021., 2021
During the excavation of a large number of deeply buried tunnels and mining projects, rockburst disasters occur frequently due to the complex geologic environment in deep underground, including high initial geostress, adverse tectonic actions, and excavation disturbance.
Guangtan Cheng   +4 more
wiley   +1 more source

Excavation unloading‐induced fracturing of hard rock containing different shapes of central holes affected by unloading rates and in situ stresses

open access: yesEnergy Science &Engineering, Volume 8, Issue 1, Page 4-27, January 2020., 2020
The integrated effect of unloading rates, in situ stresses, and sectional shapes of deep tunnels were considered. The entire failure process, destruction severity, and failure range were investigated and analyzed. The released strain energy is shown to present distinct variation trend under different conditions.
Fan Feng   +5 more
wiley   +1 more source

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

open access: yesEnergy Science &Engineering, Volume 7, Issue 6, Page 2265-2286, December 2019., 2019
Simulation of hole failure with hard rock specimen induced by excavation unloading was conducted by FDEM. Tunnel shapes and lateral pressure coefficients were studied by means of failure process, displacement distribution, and released strain energy.
Fan Feng   +5 more
wiley   +1 more source

Study of Simulation Test in Inclusion Rockburst

open access: yesAdvances in Civil Engineering, Volume 2019, Issue 1, 2019., 2019
Based on the existing classification research of rockburst dynamic disasters, a new rockburst model is introduced. The model specimens with inclusion rock are designed and produced, and the indoor test of inclusion rockburst with or without cementation, different inclusion angles, and prefabricated cracks of different lengths is carried out.
Zhidong Wang   +5 more
wiley   +1 more source

Mechanism of Strain Burst by Laboratory and Numerical Analysis

open access: yesShock and Vibration, Volume 2018, Issue 1, 2018., 2018
Strain burst is often considered to be a type of failure related to brittle rock material; therefore, many studies on strain burst focus on the brittleness of rock. However, the laboratory experiments show that strain burst can not only occur in hard brittle rock‐like granite but also in the relatively ductile rock‐like argillaceous sandstone.
Manchao He   +3 more
wiley   +1 more source

Strain Rockbursts Simulated by Low‐Strength Brittle Equivalent Materials

open access: yesAdvances in Materials Science and Engineering, Volume 2016, Issue 1, 2016., 2016
This paper presents experimental study on rockbursts that occur in deep underground excavations. To begin with, the boundary conditions for excavation in deep underground engineering were analysed and elastic adaptive boundary is an effective way to minimize the boundary effect of geomechanical model test. Then, in order to simulate an elastic adaptive
Lang Li   +6 more
wiley   +1 more source

Experimental Simulation Investigation on Mechanism and Criterion of Impact‐Induced Rockburst in Gaoloushan Deep Tunnel

open access: yesEnergy Science &Engineering, Volume 13, Issue 8, Page 4252-4266, August 2025.
ABSTRACT During the excavation of a deep‐buried tunnel by the drilling and blasting method, the dynamic stress of blasting may cause the disorderly release of high energy in the rock mass during the blasting process of deep high‐energy rock. Blasting vibration is one of the main factors inducing dynamic disasters (such as rockbursts) in the surrounding
Chao Ren   +5 more
wiley   +1 more source

A New Method to Assess the Possibility of Brittle Failure of Rock Induced by Deep Excavations

open access: yesInternational Journal for Numerical and Analytical Methods in Geomechanics, Volume 49, Issue 6, Page 1725-1746, 25 April 2025.
ABSTRACT Spalling and rockburst are severe criticalities that can emerge while excavating deep tunnels in rock masses under heavy natural stress states. Here, rock brittle failure can induce massive releases of the energy stored during the excavation and dangerous projections of rock blocks into the opening.
Lorenzo Milan   +2 more
wiley   +1 more source
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