Results 261 to 270 of about 1,414,806 (426)
Geological controls on fault relay zone scaling [PDF]
J. J. Long, Jonathan B. Imber
openalex +1 more source
Fluid flow through a single fracture is commonly described by the cubic law. However, deviations from this model are expected because natural fracture surfaces are rough and in contact with each other in discrete regions. In this study, the interactions between fracture closure, contact area, and hydraulic characterization of mesoscopic‐scale rough ...
Chenghao Han+5 more
wiley +1 more source
Seismic refraction investigation of the shallow bedrock in New Qena City, Eastern Desert, Egypt. [PDF]
Abdelgowad AM+3 more
europepmc +1 more source
How artificial intelligence (AI) and digital twin (DT) technologies are revolutionizing tunnel surveillance, offering proactive maintenance strategies and enhanced safety protocols. It explores AI's analytical power and DT's virtual replicas of infrastructure, emphasizing their role in optimizing maintenance and safety in tunnel management.
Mohammad Afrazi+4 more
wiley +1 more source
Evidence for crustal brines and deep fluid infiltration in an oceanic transform fault. [PDF]
Chesley C+14 more
europepmc +1 more source
Geological Survey and Engineering Estimate for the Bridge Construction on the Fault Sheared Zone.
Takayuki Matsumoto
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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
3D seismic modeling of the Amal oil field to evaluate CO<sub>2</sub> storage potential in depleted reservoirs, Southern Gulf of Suez. [PDF]
Amer M, Mabrouk WM, Eid AM, Metwally A.
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