Results 191 to 200 of about 11,226 (263)
A novel cavity contraction solution and multilayer shaft wall model were developed to analyze deep shaft stability, considering rock viscosity, support structures, and water pressure, with successful validation through a Hulusu Coal Mine case study.
Bin Chen +5 more
wiley +1 more source
Multi-scale modeling and sensitivity analysis for weak roadway areas: A case study of Xiaoyun coal mine. [PDF]
Tian Z +5 more
europepmc +1 more source
Our study reveals that caving‐enhanced geothermal systems (C‐EGS) with adequately fractured reservoirs achieve optimal heat extraction by minimizing preferential flow paths, while conventional fracturing (F‐EGS) and pipe‐based (P‐EGS) systems suffer accelerated thermal drawdown.
Fangchao Kang +4 more
wiley +1 more source
A Mixture of Experts Model for Third-Party Pipeline Intrusion Detection Using DAS. [PDF]
Zhu S +7 more
europepmc +1 more source
This study examines energy evolution in rock rupture via triaxial direct shear tests, exploring the impact of confining pressure and temperature on fracture surface randomness. A novel energy‐based brittleness index is proposed, validated experimentally, and compared with existing methods for reliability and accuracy.
Biao Wang +5 more
wiley +1 more source
Failure mechanisms of energy redistribution in excavation roadways: experimental and numerical investigation. [PDF]
Peng Y +5 more
europepmc +1 more source
An experimental device for physical simulation of hydraulic fracturing, comprising: a load‐bearing mechanism with multiple interconnected plates that collectively form an sample chamber; a load‐generating mechanisms, with multiple load‐generating mechanisms arranged within the experimental chamber.
Delei Shang +5 more
wiley +1 more source
Case Report: A rare case of myopic macular pit mimicking duplication of the optic disc. [PDF]
Zhou S, Hu M, Sun Y, Wang Z, Luo T.
europepmc +1 more source
Seismic waves with tensile stress, high amplitude, and low frequency are most likely to trigger block instability and sliding. Blocks with a single sliding surface are more prone to movement than those with multiple constraints, and roof‐positioned blocks are especially vulnerable to slide.
Xiao Wang +4 more
wiley +1 more source
Mechanical behavior of Port Basin Bulkheads Reinforced with novel multi-anchored sheet piles. [PDF]
Gao J +5 more
europepmc +1 more source

