The research adopts the French ROCK600-50 three-axis experiment instrument and SH-II system to evaluate the acoustic emission (AE) peak of the rear axle of yellow sandstone by carrying out the confining pressure synchronous unloading experiment, and evolution of mechanical properties and characteristics of energy transformation and damage of a yellow sandstone, which is a two-damage process, the results of which have shown the following: (1) there are two damages appearing when the confining pressure is 5 MPa, 10 MPa, and 20 MPa. In contrast, these two damages do not appear when the confining pressure is 30 MPa and 40 MPa. The fracture degree and crack number of the two fractures are larger than those without two damages. (2) A failure stre...
A dynamic constitutive model of tensile and compressive damage was constructed on the basis of the Z...
To investigate the mechanical properties and energy evolution characteristics of sandstone depending...
To study the effect of excavation unloading on hard rock failure, a series of true-triaxial compress...
In order to explore the failure characteristics of sandstone under unloading conditions in deep zone...
Using the rock mechanics test (RMT) and acoustic emission acquisition system (DS9), based on the ene...
The deformation and failure of sandstone samples are closely related to energy changes in the materi...
To explore the characteristics of rock deformation and failure under cyclic loading and unloading, t...
The mining of deep coal resources occurs in a high-stress geological environment as well as an engin...
To study the influence of initial unloading damage on the mechanical properties of sandstone, the re...
To further understand the fracture behavior of rock materials containing en echelon flaws and determ...
In order to explore the mechanical characteristics of confined-pressure soaking (CPS) sandstone duri...
To study the energy dissipation characteristics and damage evolution law of sandstone under cyclic l...
The deformation and failure of underground engineering are usually caused by unloading. In this work...
It is important to evaluate the deformation and failure of sandstone in the foundation engineering o...
The triaxial cyclic loading and unloading test was carried out on a TAW-2000 rock mechanics to study...
A dynamic constitutive model of tensile and compressive damage was constructed on the basis of the Z...
To investigate the mechanical properties and energy evolution characteristics of sandstone depending...
To study the effect of excavation unloading on hard rock failure, a series of true-triaxial compress...
In order to explore the failure characteristics of sandstone under unloading conditions in deep zone...
Using the rock mechanics test (RMT) and acoustic emission acquisition system (DS9), based on the ene...
The deformation and failure of sandstone samples are closely related to energy changes in the materi...
To explore the characteristics of rock deformation and failure under cyclic loading and unloading, t...
The mining of deep coal resources occurs in a high-stress geological environment as well as an engin...
To study the influence of initial unloading damage on the mechanical properties of sandstone, the re...
To further understand the fracture behavior of rock materials containing en echelon flaws and determ...
In order to explore the mechanical characteristics of confined-pressure soaking (CPS) sandstone duri...
To study the energy dissipation characteristics and damage evolution law of sandstone under cyclic l...
The deformation and failure of underground engineering are usually caused by unloading. In this work...
It is important to evaluate the deformation and failure of sandstone in the foundation engineering o...
The triaxial cyclic loading and unloading test was carried out on a TAW-2000 rock mechanics to study...
A dynamic constitutive model of tensile and compressive damage was constructed on the basis of the Z...
To investigate the mechanical properties and energy evolution characteristics of sandstone depending...
To study the effect of excavation unloading on hard rock failure, a series of true-triaxial compress...