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Liyuan Liu

Researcher at University of Science and Technology Beijing

Publications -  11
Citations -  193

Liyuan Liu is an academic researcher from University of Science and Technology Beijing. The author has contributed to research in topics: Ultimate tensile strength & Supercritical fluid. The author has an hindex of 4, co-authored 9 publications receiving 89 citations. Previous affiliations of Liyuan Liu include Pennsylvania State University & Northeastern University (China).

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Microcrack-based geomechanical modeling of rock-gas interaction during supercritical CO2 fracturing

TL;DR: In this article, the authors define a geomechanical model accommodating the interaction of fluid flow, adsorption-induced swelling stress, solid deformation and damage to quantify rock-gas interactions during supercritical CO2 fracturing for shale gas production.
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Dual-damage constitutive model to define thermal damage in rock

TL;DR: In this paper, a dual-damage thermal-mechanical model accommodating the interaction of thermal conductivity, thermally-induced deformation, rock mechanical deformation and damage is defined to define the evolution of the thermal and mechanical properties of rock during thermal treatment.
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The Impact of Oriented Perforations on Fracture Propagation and Complexity in Hydraulic Fracturing

TL;DR: In this paper, a fully coupled finite element method (FEM)-based hydraulic-geomechanical fracture model accommodating gas sorption and damage has been developed to better understand the interaction between hydraulic fracture and oriented perforation.
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W-shaped permeability evolution of coal with supercritical CO2 phase transition

TL;DR: In this article, the authors present experimental measurements of coal permeability across the CO2/SCCO2 transition over typical ranges of confining stress and pore pressures at a constant temperature of 40°C.
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Time–Frequency Domain Characteristics of Acoustic Emission Signals and Critical Fracture Precursor Signals in the Deep Granite Deformation Process

TL;DR: In this article, the authors used a TAW-2000 triaxial hydraulic servo testing machine and a PCI-II acoustic emission monitoring system to study the crack evolution and failure precursory characteristics of deep granite rocks under high confining pressure.