Mechanical response of high-porosity rocks under high triaxial confining pressure and experimental study of indentation tests. [PDF]
Gai J, Li W.
europepmc +1 more source
Mechanical behavior and constitutive modeling of CO2-foamed carbonated MgO-based solidified slurry under Unconsolidated Undrained (UU) triaxial conditions. [PDF]
Gao P +5 more
europepmc +1 more source
Study on rock energy and microscopic failure under different stress states. [PDF]
Xie L, Li B, Sun J, Jin J, Zhang J.
europepmc +1 more source
A multi-stage triaxial test for cemented paste backfill
Summarization: In this study two series of uniaxial compression and indirect tensile (Brazilian) tests, as well as a multi-stage triaxial compression test were performed in order to determine the mechanical properties and to develop a shear failure ...
Agioutantis Zacharias(http://users.isc.tuc.gr/~zagioutantis) +6 more
core
Study on strength criterion of progressive failure of structural loess under hydraulic action and true triaxial test. [PDF]
Fang J, Luo A, Chen C, Fu W, Zhao Z.
europepmc +1 more source
Shear strength characteristics of muddy interlayers with different water contents and particle size distributions. [PDF]
Zha Z +7 more
europepmc +1 more source
Failure mechanisms and energy evolution of jointed rock-like materials under triaxial compression: experimental and numerical simulation study. [PDF]
Dou H +5 more
europepmc +1 more source
Shear Strength of A Cohesionless Soil Under Plane Strain and Triaxial Conditions
An experimental programme was carried out involving both plane strain and triaxial compression tests on a dry sand. A comparison between both methods is presented to show the influence of the intermediate principal stress on the angle of shearing ...
El-Nasrallah, Salim Nabil
core
Evolution Law of Contact Force Chain Network Structure of Geotechnical Granular Materials Under Unloading Stress Paths. [PDF]
Wei G +5 more
europepmc +1 more source
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

