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Design of PMSM Dual-Loop Control Systems Integrating LADRC and PI Controllers via an Improved PSO Algorithm
Published 2024-01-01Get full text
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Nanocrystalline Hydroxyapatite/Si Coating by Mechanical Alloying Technique
Published 2012-01-01Get full text
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243
Experimental Investigation on Long-Term Strength and Acoustic Emission Characteristics of Coal Pillar under Inclined Compression Loading
Published 2022-01-01“…Pillar rheological failure is one of the important reasons to induce earthquake, surface collapse, and water inrush disaster in underground mining engineering. Pillar is generally present under an inclined state and is significantly influenced by combining compression and shear loading. …”
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244
Stiffness Determination of Backfill-Rock Interface to Numerically Investigate Backfill Stress Distributions in Mine Stopes
Published 2021-01-01“…Moreover, the plotting methods of stress distributions and the coefficient of lateral earth pressure of backfill in simulated stopes with proposed interface stiffness were discussed to further clarify the reasonable methods to investigate the backfill stresses in mine stopes, especially after considering the effects of the convergence from rock walls, which is a very significant and common phenomenon in practical mining engineering.…”
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Experimental Study on the Aeolian Sand Solidification via MICP Technique
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Reliability Assessment Methodology for Massive Manufacturing Using Multi-Function Equipment
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Research on Permeability Enhancement Model of Pressure Relief Roadway for Deep Coal Roadway Strip
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Resistivity and AE Response Characteristics in the Failure Process of CGB under Uniaxial Loading
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Energy Conservation, Singular Orbits, and FPGA Implementation of Two New Hamiltonian Chaotic Systems
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257
Hyperchaos in a Conservative System with Nonhyperbolic Fixed Points
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258
Linkage Analysis between Solid-Fluid Coupling and the Strength Reduction Method for Karst Cave Water Inrush in Mines
Published 2020-01-01“…It is proposed that thickness of the water-proof rock pillar whose safety factor equals 1.5 is regarded as the calculating safety thickness of the water-proof rock pillar, and the safety thickness of the water-proof rock pillar setting in mining engineering should be equal to the sum of the blasthole depth, blasting disturbance depth, and the calculating safety thickness. …”
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