Cavity expansion theory with state-dependent mohr-coulomb model and its application to cone penetration tests. [PDF]
Li B +5 more
europepmc +1 more source
The rock failure mode is significantly influenced by the contributing factors, such as the joint inclination, the initial confining pressure, and the unloading point. We found six typical rock failure modes after a large number of numerical tests. Abstract Excavation unloading damages rock masses, with preferential failure along geological defects in ...
Fei Liu +4 more
wiley +1 more source
Weakening and fracturing mechanism of roof strength through borehole pressure relief under true triaxial stress. [PDF]
Li Y, Chang G, Yue X, Tu M, Li Z, Li P.
europepmc +1 more source
DynCFS: a program for modelling dynamic Coulomb failure stress changes in layered elastic media
Zhou Jiangcheng, R. Wang, Yong Zhang
openalex +1 more source
Study on fracture parameter calibration and failure characteristics of rock with hole and crack
The SIF and plastic zone equations for a single hole and crack have been derived. The model's failure state leads to the identification of four types of cracks. The plastic zone increases with increased brittleness and decreased crack length. Abstract Cracks within the surrounding rock of roadways significantly affect their stability and failure ...
Shaochi Peng, Wensong Wang
wiley +1 more source
Physical and Statistical Pattern of the Thiva (Greece) 2020-2022 Seismic Swarm. [PDF]
Vallianatos F +3 more
europepmc +1 more source
Coulomb stress change on inland faults during megathrust earthquake cycle in southwest Japan
In the subduction zone, megathrust earthquakes may modulate the shallow crustal seismicity in the overriding plate. Historical documents indicate the frequent occurrence of large shallow crustal earthquakes in the overriding continental plate 50 years before and 10 years after the megathrust earthquakes along the Nankai trough in southwest Japan.
openaire
Temperature‐dependent shear behavior and constitutive model of the rock–concrete interface
Shear tests were conducted to investigate the temperature‐dependent shear behavior of the rock–concrete interface, highlighting the interaction between the surrounding rock and the lining during tunnel fires. Under experimental conditions, concrete exhibited greater temperature sensitivity than rock, with the shear fracture surface transitioning from ...
Hongbin Chen +6 more
wiley +1 more source
Application and Improvement of Ultradeep Fractured Reservoir Effective Stimulation Reservoir Volume Technology. [PDF]
Zhang Z +5 more
europepmc +1 more source

