Results 181 to 190 of about 123,413 (318)
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
Feldspar reduces fault frictional healing rate under hydrothermal conditions. [PDF]
Feng W +6 more
europepmc +1 more source
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
Deep geothermal energy extraction can potentially reduce temperature and discharge at hot springs. [PDF]
Neupauer RM, Carter AJ, Ge S.
europepmc +1 more source
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
A new 3D seismotectonic model of the Northern Apennines Pedeapenninic margin for seismic hazard assessment. [PDF]
Carloni G +5 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
Subsurface geophysical profiling in Awash Melkesa: Insights into lithology and resource potential. [PDF]
Dessalew EA, Mamo T, Ali MY.
europepmc +1 more source

