Coupling effect of specimen size and stress rate on the splitting failure of limestone: tensile strength, crack extension, and fragment size

X Xu, N Lv, H Wang, J Wang, Q Zong… - Construction and Building …, 2024 - Elsevier
Limestone as one of the primary raw materials for concrete, which is mechanically crushed
into different sizes according to the grading requirements of aggregates, or is ground into …

[HTML][HTML] Ultrasonic tensile test and micro-CT defect analysis on alumina 99.5%

AP Pagnoncelli, A Tridello, DS Paolino, L Peroni - Materials & Design, 2024 - Elsevier
The ultrasonic tensile test method recently developed by the Authors is applied with the
micro-computed tomography technique aiming to correlate the failure-inducing nominal …

Evolution law and mechanism analysis of strength for backfill under different stress and drainage conditions

H Ma, Y Wang, X Li, J Wang - Construction and Building Materials, 2024 - Elsevier
In recent years, with the improvement of construction safety requirements in deep well
mining, the backfill mining method has been widely used. However, the strength of paste …

Influence of crack aperture and orientation on the uniaxial compressive behavior of rock

Z Yue, F Meng, M Li, J Han, W Wang… - European Journal of …, 2024 - Taylor & Francis
The pre-existing cracks with various geometric and physical properties significantly affect the
mechanical behaviors of rock mass. In this study, uniaxial compressive tests are performed …

Compressive Fracture Behavior and Acoustic Emission Characteristics of Sandstone under Constant Crack Water Pressure

J Huang, Y Luo, C Pu, S Luo, X Si - Lithosphere, 2024 - pubs.geoscienceworld.org
Engineering rock containing flaws or defects under a large water source is frequently subject
to the couple influence of constant crack water pressure and geostress. To investigate the …

Failure mechanisms of coarse-grained sandstone under pure mode I/II loading: insights from energy evolution and acoustic emission

Z Liu, C Ma, X Wei, W Yi, J Lei - Nondestructive Testing and …, 2024 - Taylor & Francis
Tensile and shear failure are the main damage modes of rocks in geotechnical engineering.
To investigate the energy evolution and failure characteristics of coarse-grained sandstone …

Investigation on uniaxial compression and fracture damage mode of prefabricated parallel double-jointed red sandstone

X Xie, Z Liu, K Ding, Y Xiao, Z Zhang - PloS one, 2024 - journals.plos.org
As a special type of joint fracture, the fracture evolution characteristics of parallel double
joints have important engineering significance for the stability analysis of fractured rock …

Thermophysical–mechanical properties evaluations of porous geomaterials by CT images and digital–virtual modeling

Z Zhao, F Berto, YL Zou, Z Li… - Fatigue & Fracture of …, 2024 - Wiley Online Library
In this work, the color difference phase separation (CDPS) approach is proposed to segment
the solid and pore phases. Pore‐scale variables are defined to describe the microstructural …

Correlational fractal analysis of the Kaiser effect in rock: implications for salt-cavern engineering under triaxial cyclic loading and unloading

J Dai, J Liu, J Yang, L Ran, F Xue… - Nondestructive Testing and …, 2024 - Taylor & Francis
The Kaiser effect exhibits stress-induced changes in the acoustic properties of rock, so
accurately identifying the Kaiser point of rock under complex conditions is essential for …

Influence of relative distance between fault and tunnel on dynamic response of tunnel: An experimental and numerical investigation

L Dai, Z Zhu, C Zhang, D Zhu, H Chen… - Earthquake …, 2024 - journals.sagepub.com
The effect of earthquakes on deep tunnels near faults has always been a significant issue in
underground engineering research. The presence of fault fracture zones tends to intensify …