Results 231 to 240 of about 140,547 (299)
Numerical study on the fragmentation of rock under single free face explosion of variable diameter decoupled charge. [PDF]
Lyu J, Tao T, Xie C.
europepmc +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
Experimental study on the performance of concrete linear cutting by high pressure water jet. [PDF]
Zhang L, Lu J, Li H, Li B.
europepmc +1 more source
Review and prospects of shear test of bolted rock joints
The laboratory shear test equipment, test method, and numerical simulation of bolted rock joints were summarized. The shortcomings and limitations of the current research were analyzed, and the research prospects were proposed. Abstract Rock bolting is a critical approach in geotechnical engineering for supporting weak rocks.
Shulin Ren +4 more
wiley +1 more source
Modifying crude oil synergistic properties with carbon dots and ultrasonic waves. [PDF]
Razavifar M +3 more
europepmc +1 more source
This paper investigates the high‐pressure water jet‐pick combined rock‐breaking mode (HPC), which employs high‐pressure water jets to precut grooves on both sides of the picks. The rock‐breaking patterns and performance of the HPC method are obtained, and the auxiliary rock‐breaking mechanism of water jet grooving is revealed.
Jingjing Lu +6 more
wiley +1 more source
Research on the type and expansion mechanism of internal cracks in rocks under the action of PDC. [PDF]
Liang Y, Du B, Ren J, Feng S.
europepmc +1 more source
A lithology identification while drilling method was developed, integrating an automated cuttings sampling system, a smart drilling rig, and an ensemble learning model. Underground trials achieved 97.42% accuracy in real‐time identification of cuttings lithology and composition, enhancing hazard management and supporting unmanned drilling technology in
Kun Li +7 more
wiley +1 more source
Structural characteristics of the slurry-filled receptive zone in longwall goaf filled with gangue slurry. [PDF]
Zhao M, Zhu L, Liu C, Gu W, Liu Z.
europepmc +1 more source

