Article
Engineering, Environmental
Jiangwei Liu, Na Wu, Guangyao Si, Mingxin Zhao
Summary: The study found that artificial fractures weaken the mechanical properties of composite coal and accelerate the process from micro-crack to macro failure. Additionally, during the plastic stage of the specimen, there is a sharp increase in acoustic emission, while the cumulative number of micro-cracks and release energy decrease gradually, along with a decrease in the number of micro-cracks and energy released at the moment of failure. Furthermore, the crack-initiating stress for combined coal-rock specimens gradually decreases through one of three typical modes, matching with coal failure, rock-coal failure, and rock failure in the combined specimens.
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
(2021)
Article
Instruments & Instrumentation
Wei Liu, Liqiang Ma, Hai Sun, Naseer Muhammad Khan
Summary: The study found that the infrared radiation temperature can be used to analyze the evolution stages and spatial distribution characteristics of rock cracks, which is helpful for early warning of rock failure.
INFRARED PHYSICS & TECHNOLOGY
(2021)
Article
Engineering, Environmental
Bingqian Yan, Hongpu Kang, Jianping Zuo, Peitao Wang, Xiangshang Li, Meifeng Cai, Jianzhong Liu
Summary: The rapid development of roads and scenic spots in the suburbs of Beijing has led to the creation of many artificial slopes, which can potentially cause geological disasters such as collapse. This study aims to investigate the influence of joint development and rainfall on the energy evolution mechanism during geological disasters and rock mass failure. Through various tests, including nuclear magnetic resonance, triaxial compression, and acoustic emission, the deformation and failure process of jointed rock mass and its energy evolution were analyzed. The study also analyzed the failure mode characteristics of jointed rock specimens under different conditions.
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
(2023)
Article
Physics, Multidisciplinary
Xiaohui Liu, Xiaoping Zhao, Shishu Zhang, Ran Congyan, Rui Zhao
Summary: The study investigated the failure evolution characteristics of intact and fractured coal based on the distribution of max amplitude of AE, revealing that the maximum amplitude distribution of AE events was characterized by Gaussian normal distribution, and AE events and maximum amplitude increased rapidly in the stress range of 60 to 80%. The more complex the fracture was under the same stress level, the larger the b value of coal-rock mass was, indicating a stronger inhibition effect on fracture expansion.
FRONTIERS IN PHYSICS
(2021)
Article
Engineering, Geological
Feiyan Wang, Xia-Ting Feng, Yangyi Zhou, Xiaojun Yu
Summary: The study investigates the effect of cementation and intermediate principal stress on the failure mechanism of clastic rock under true triaxial stress. The results show that the deformation and failure characteristics of clastic rock are closely related to the cementation type and intermediate principal stress. This study confirms the feasibility of high-speed camera technology in true triaxial testing and has important implications for understanding the disaster mechanism of deep tunnels in weak rocks.
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING
(2023)
Article
Geochemistry & Geophysics
Dongxu Liang, Nong Zhang, Haoyu Rong
Summary: The study found that the damage process of rock is influenced by stress paths, with fractures occurring at the peak of stress. Prior to fracture formation, there is a quiet period of acoustic emissions. Minor damage to the rock is accompanied by the appearance of bright white spots, and as the external load increases, fractures develop and damage the specimen.
Article
Engineering, Mechanical
Jun Xu, Lu Ma, Xiaochun Xiao, Di Wu
Summary: In order to study the mechanism and behavior of spalling in rocks, compression tests were conducted, revealing two types of spalling that can occur. The formation process of spalling can be influenced by the inclination angle and the number of flaws present in the rock. Spalling is considered an indication of specimen failure, leading to a quick end of failure once it occurs. Additionally, a proposed ratio (k) has great significance for determining when a material or structure completely loses its support or bearing capacity.
ENGINEERING FAILURE ANALYSIS
(2023)
Article
Engineering, Environmental
Hao Cheng, Linyuan Han, Zhijun Wu, Xiaoping Zhou
Summary: An experimental system consisting of a digital camera and loading system was designed to investigate the failure mechanism of anti-dip rock slopes under external loading. Different joint angles were poured in the experiment to analyze the ultimate bearing capacities of the slopes. The failure modes and displacement behaviors of the slopes were discussed based on image processing techniques and high-speed shooting analysis.
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
(2021)
Article
Geochemistry & Geophysics
Liang Zhang, Fujun Niu, Minghao Liu, Jing Luo, Xin Ju
Summary: In this study, step cyclic loading and unloading triaxial tests were conducted to analyze the mechanical behavior of cracked rock in cold regions under cyclic loading. The results reveal that limestone exhibits obvious strengthening effect under cyclic loading due to local crushing and filling of internal structural plane. The mechanical response of cracked rock is influenced by the strengthening effect, fatigue damage effect, and impact damage effect caused by cyclic loading, with the degree of influence depending on the stress path.
Article
Engineering, Geological
Xi Xu, Yu Huang, Atsushi Yashima, Xiuli Du
Summary: The frequency of earthquake-triggered landslides has increased, calling for the development of prevention and control strategies. The study reveals that pile-anchor structures can effectively enhance slope stability and provide theoretical support for seismic design.
ENGINEERING GEOLOGY
(2022)
Article
Engineering, Environmental
Yueping Yin, Luqi Wang, Wengang Zhang, Zhihua Zhang, Zhenwei Dai
Summary: In this paper, an analytical method using damage evolution and numerical simulation is proposed to study the evolution process of thick-layer dangerous rock masses (TDRM) on reservoir banks. The effectiveness of this new method has been verified through a case study on the Jianchuandong dangerous rock mass (JDRM) in the Three Gorges Reservoir area.
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
(2022)
Article
Mechanics
Bangxiang Li, Song Yu, Lei Yang, Weishen Zhu, Yiguo Xue, Dai Feng, Chen Wang, Yunjuan Chen
Summary: This study conducts true triaxial experiments to investigate the fracture characteristics and failure mechanism of cracked rock, proposing a novel method to quantify the rock failure mechanism. The experimental results reveal that the fracture mechanism can be defined by the multiscale fracture characteristics and various types of fractures are classified. The proportion of tension fractures has a positive correlation with sigma(3) and a negative correlation with sigma(2).
ENGINEERING FRACTURE MECHANICS
(2022)
Article
Geosciences, Multidisciplinary
Jianxin Yu, Zhibin Zhou, Huanchun Liu, Lianhao Zhou, Zhenzhen Li, Long Cheng
Summary: The structure of rock plays a crucial role in the stability of geotechnical engineering, but the failure mechanism of layered rock masses is still uncertain. Shear failure tests on rock-like materials were conducted under different bedding dip angles, rock bridge widths, normal forces, and forward and reverse shear effects. The results showed that the joint inclination angle has a decreasing influence on the shear failure process as the rock bridge width increases. The peak shear strength of the specimen is highest at a joint inclination angle of 60 degrees, followed by 90 degrees, 30 degrees, and 0 degrees. The failure modes are mainly tensile failure in forward shear and shear failure in reverse shear. The number of acoustic emission events is proportional to the joint inclination angle and rock bridge width, as well as the bedding angle of the sample and the width of the rock bridge. The peak number of acoustic emission events in reverse shear is greater than that in forward shear. Both the angle of the lamina and the width of the rock bridge are important factors affecting the strength of the rock. These findings provide a basis for understanding the shear failure mechanism of rock bridges in layered rock masses.
FRONTIERS IN EARTH SCIENCE
(2023)
Article
Engineering, Geological
Weiqi Wang, Yicheng Ye, Qihu Wang, Nanyan Hu
Summary: The anisotropy of composite rocks is affected by material difference and inclination angle, with differential deformation, damage, and relative sliding tendency increasing with higher material difference and inclination angle. Different failure modes exist in composite specimens at different angles.
ROCK MECHANICS AND ROCK ENGINEERING
(2022)
Article
Acoustics
Xinggang Xu, Hao Feng, Lishuai Jiang, Tao Guo, Xingyu Wu, Zequan Sun
Summary: The study shows that under high stress and dynamic load disturbance conditions, the deformation and failure of the surrounding rock during the connection of deep rock burst drivage roadway are significant, with the roof being the most affected. The main factor affecting the deformation of the surrounding rock is the plastic damage of the coal seam roof.
SHOCK AND VIBRATION
(2021)
Article
Geochemistry & Geophysics
Yanhui Du, Weitao Liu, Xiangxi Meng, Lifu Pang, Mengke Han
Summary: The study revealed that hidden faults in the deep coal seam floor can increase water inrush risk by eroding the cemented filler. Delayed water inrush occurs once the working face advances to a certain position, with greater influence of hidden faults on coal seam mining posing higher water inrush danger.