Results 181 to 190 of about 6,423 (281)
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
Aseismic slip and seismic swarms leading up to the 2024 M7.3 Hualien earthquake. [PDF]
Peng W +4 more
europepmc +1 more source
Three sets of strength data were selected, including hydrostatic pressure independent within the brittle region (HPI‐B), hydrostatic pressure dependent within the brittle region (HPD‐B), and hydrostatic pressure dependent within the brittle–ductile region (HPD‐BD). For HPI type, the failure envelope within the deviatoric plane remains constant.
Jiacun Liu +3 more
wiley +1 more source
Research on the stability analysis and safety evaluation method of the surrounding rock of the cross-fault hydraulic tunnel. [PDF]
Kong C, Yang T, Zhu K, Wang X, Xiao M.
europepmc +1 more source
This study highlights that with the static and time‐dependent evolution of slip versus dilation tendency parameter space, structurally controlled deep geothermal systems can be selected within areas of higher permeability and lower seismic hazard. Abstract Faults play a vital role in the Earth's hydraulic system by facilitating fluid flow when dilating
Michal Kruszewski +4 more
wiley +1 more source
Stability analysis of dam grouting reinforcement based on FLAC3D. [PDF]
Qin P.
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
Analysis of deformation rule of deep foundation pit excavation of railway station in soft soil with silt. [PDF]
Liu W +5 more
europepmc +1 more source

