Results 11 to 20 of about 45 (36)
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
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
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
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
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
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
Thermal influences on spontaneous rock dome exfoliation. [PDF]
Collins BD +5 more
europepmc +1 more source
Study on Failure Characteristics and Fracture Susceptibility of Surrounding Rock Under True Triaxial Stress. [PDF]
Liu C, Pan C, Zhao G, Wu X.
europepmc +1 more source
Catastrophic instability criterion for roadway roof and sidewall rock mass under deep-hole roof blasting in Songshan coal mine. [PDF]
Guo D, Chen J, Wang H, Wei Z, Gao Q.
europepmc +1 more source
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