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Simulations are conducted using five new artificial neural networks developed herein to demonstrate and investigate the behavior of rock material under polyaxial loading.
Rennie Kaunda
exaly +4 more sources
Effect of Intermediate Principal Stress on the Strength, Deformation, and Permeability of Sandstone [PDF]
Although the mechanical behaviors and flow aspects of sandstone have been previously investigated, studies of the effect of the intermediate principal stress (σ2) on the strength, deformation, and permeability of sandstone are lacking. In this work, the mechanical behaviors and permeability of sandstone under true triaxial stress conditions were ...
Zhenlong Song +5 more
doaj +5 more sources
Failure criterion for soft rocks considering intermediate principal stress
The significant differences between hard rocks (more brittle) and soft rocks (more ductile) may suggest the use of different failure criteria. A strength criterion for soft rocks that includes intermediate principal stress was proposed. The new criterion includes two independent parameters: the uniaxial compressive strength (σci), which can be obtained
Zhongwei Wang, Quansheng Liu
openaire +3 more sources
Effect of intermediate principal stress on the stability of slopes [PDF]
The intermediate principal stress (σ2 ) effect is a mechanical property inherent in many rock and soil materials. However, the effect of σ2 is often ignored in slope stability analyses, and its impact on slope stability is seldom investigated. The primary purpose of this study is to thoroughly investigate the impact of the σ2 effect on slope stability ...
Zongyuan Ma, Lei Liu
openaire +2 more sources
Impact of the intermediate principal stress on the strength of heterogeneous rock [PDF]
A numerical model simulating a granular material has been used to study the impact of the intermediate principal stress on rock strength. While maintaining the minimum principal stress at zero, the model predicts strength to increase with increasing constant ratios of σ2/σ1.
Erling Fjær
exaly +2 more sources
The effect of the intermediate principal stress on pillar strength
Abstract Room and pillar mining is an underground mining method that utilizes natural pillar support to control rock mass behavior, ensuring mine stability and a safe mine environment. This study specifically documents the influence of the intermediate principal stress component on the pillar behavior.
Duncan Maina, Heinz Konietzky
openaire +2 more sources
Precisely understanding the dynamic mechanical properties and failure modes of rocks subjected to true triaxial stress state (σ1 > σ2 > σ3, where σ1, σ2, and σ3 are the major principal stress, intermediate principal stress, and minor principal stress ...
Wei You, Feng Dai, Yi Liu
exaly +3 more sources
Influence of orientation of the intermediate principal stress on fracture reactivation in granite
Fracture (fault) reactivation can lead to dynamic geological hazards including earthquakes, rock collapses, landslides, and rock bursts. True triaxial compression tests were conducted to analyze the fracture reactivation process under two different orientations of σ2, i.e. σ2 parallel to the fracture plane (Scheme 2) and σ2 cutting through the fracture
Wei Wang +8 more
openaire +3 more sources
In deep mining, coal-rock is in a state of three unequal forces, and the intermediate principal stress has the influence on the deformation and strength characteristics of coal-rock.
Wang Kai +4 more
doaj +1 more source
Research on Coal Mechanical Properties Based on True Triaxial Loading and Unloading Experiment
To study the safety issues caused by coal mine excavation, self-developed simulation of earth interior atmosphere and sound test system was used to perform true triaxial loading and unloading tests of coal.
Yanyan Peng +4 more
doaj +1 more source

