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ISSN: 3117-843X
CN: 42-1961/O3

On the critical importance of shear-parallel displacement measurements in shear tests of rock fractures

Shear-parallel displacement measurements are fundamental for understanding the deformation and stability of rock fractures in laboratory shear tests. However, these measurements are not direct records...

Three-dimensional strain path behavior of green sandstone in the brittle and ductile regimes

Understanding the anisotropic deformation behavior of geomaterials under true-triaxial stress conditions across the brittle-ductile domain is of great significance for underground engineering applications....

Large-scale model test of hydraulic tunnel under excavation subjected to cyclic loading

Deep hydraulic tunnels in weak rock are subjected to excavation unloading and long-term cyclic stress variations during operation. Accordingly, a 1∶5-scale physical model test was conducted in this...

Key factors and predictive model of geotextile bulging behavior for flexible backfill barricades in metal mines

The construction of filling barricades is a crucial part of backfill mining, and their stability is directly related to mining safety. With advances in filling barricade construction techniques, flexible...

A high-temperature and high-stress rock triaxial test system: Development and application

The advancement of deep earth resource exploration is a challenging issue for global economic stability, energy security, and geoscientific leadership. However, the mechanical properties of rocks under...

Formulation and application of a brittleness index for rocks utilizing linear energy storage behavior

Brittleness is one of the most critical mechanical properties of rock materials. To accurately evaluate rock brittleness, uniaxial cyclic loading-unloading tests were carried out on sandstone. A functional...

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