Mechanical Response and Failure Characteristics of Granite Under In Situ High-Temperature and High-Pressure True Triaxial Conditions. [PDF]
Ma Y +12 more
europepmc +1 more source
Discrete Element Modelling of the Mechanical Behavior of Sand-Rubber Mixtures under True Triaxial Tests. [PDF]
Liu Y, Liao X, Li L, Mao H.
europepmc +1 more source
Borehole pressure response and rock fracture evolution during pipe-assisted high-pressure gas-impact under true-triaxial stress. [PDF]
Yan Z, Hu S, Wang Y, Li C, Wang L.
europepmc +1 more source
Tunnel rockburst with a single set of joints under true-triaxial stress condition
Mingliang Li +4 more
semanticscholar +1 more source
Weakening and fracturing mechanism of roof strength through borehole pressure relief under true triaxial stress. [PDF]
Li Y, Chang G, Yue X, Tu M, Li Z, Li P.
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
Comparative Analysis of the Spatiotemporal Evolution Patterns of Acoustic Emission Source Localization Under True Triaxial Loading and Loading-Unloading Conditions in Sandstone. [PDF]
Chen P, Yu S, Wang H, Wang Z, Li N.
europepmc +1 more source
Influence of the continuously increasing normal stress to the failure in case of shearing test
In a conventional shearing test the normal force or the normal stiffness is kept constant during the experiment. Sliding under constant normal load occurs in slopes if the environment is not changing during the process. The goal of this paper is to
Ván, Péter, Vásárhelyi, Balázs
core
Study on the macro and micro characteristics of the influence of deviator stress on true triaxial unloading failure. [PDF]
Lai J, Liu Y, Cong Y, Liu Y.
europepmc +1 more source
Gas permeability characteristics of the hanging wall and footwall in normal faults based on true triaxial experimental system. [PDF]
Song W, Yan L, Jiao H.
europepmc +1 more source

