Results 221 to 230 of about 2,759,873 (338)
A scientometric analysis of 2449 journal articles and a comprehensive review of 336 papers were conducted, discussing and identifying challenges and research gaps in rockburst prediction and prevention and proposing an ontology‐based framework for better decision‐making in underground excavations. Abstract With underground engineering projects becoming
Hongchuan Yan +6 more
wiley +1 more source
Bearing characteristics and control measures of coal rib under the condition of composite roof in deep mining. [PDF]
Yang S, Wang X, Gu Q, Chen J.
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
Three-dimensional simulation analysis of the impact of excavation on non-level crossing tunnels. [PDF]
Arash M, Dolatshahi A, Shahriar K.
europepmc +1 more source
Abstract As tunnel construction advances in lengths and depths, the construction of tunnels in high geothermal environments has become increasingly common, raising significant fire risks. In this study, a 1:20 scale model tunnel test platform was constructed to investigate the effects of a high geothermal environment on fire behavior in tunnels during ...
Xiaoxian Fei +6 more
wiley +1 more source
Control techniques for creep deformation of surrounding rock in deep underground roadways. [PDF]
Ge L +5 more
europepmc +1 more source
This study investigates ground subsidence during tunnel excavation in karst areas, highlighting the combined effects of karst cave proximity, cave size, and soil spatial variability. Findings suggest that shorter cave distances and larger cave sizes increase subsidence variability, and a modified Peck formula is proposed for more accurate subsidence ...
Zhenghong Su +4 more
wiley +1 more source
Tire soil reinforcement for slope stability improvement in the PK3 + 400 landslide Medea Algeria. [PDF]
Melaz Z, Guechi L, Saghir S, Cheriet A.
europepmc +1 more source

