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An Approach of Uncertainty Evaluation for Thermal-Hydraulics Analysis

An Approach of Uncertainty Evaluation for Thermal-Hydraulics Analysis
identifier:oai:t2r2.star.titech.ac.jp ...
openaire  

Surface hydration‐induced damage in tight oil‐bearing sandy conglomerate reservoirs

Deep Underground Science and Engineering, EarlyView.
A series of techniques such as X‐ray diffraction, scanning electron microscopy, energy‐dispersive spectroscopy, conductivity tests, and infrared thermal imaging were used. The key findings are the identification of a two‐stage surface hydration process and the elucidation of the effects of various minerals and elements on the hydration process ...
Anbang Zhao, Shuheng Du, Yuan Zhang, Jinghong Hu, Bo Zhou, Yun Wei   +5 more
wiley   +1 more source

Fluid-structure interaction and thermal performance: a numerical study on crossflow heat exchangers with aerodynamically optimised splitter elements. [PDF]

Sci Rep
Kaushik S, Singh H, Kumar A, Kishore C, Pati PR, Chamoli S, Giri J, Kanan M.   +7 more
europepmc   +1 more source

Study on the composite fracture characteristics of filling and reinforcing cracked rock mass after high temperature damage

Deep Underground Science and Engineering, EarlyView.
Cement infill shares compressive and shear stresses during loading, while interfacial friction hinders crack propagation and reduces stress concentration, improving the rock's load‐bearing capacity. Failure modes vary with crack inclination. Unfilled specimens show four modes.
Shihao Yuan, Qiang Sun, Jianjun Hu, Liwei Zhang, Jishi Geng   +4 more
wiley   +1 more source

Making reservoirs cleaner through a Pattern-Process-Effect-Regulation framework. [PDF]

Natl Sci Rev
Yan X, Zhang S, Chen Q, Zhang J.
europepmc   +1 more source

EXTENSIONS OF SUBCHANFLOW FOR THERMAL HYDRAULIC ANALYSIS OF MTR-CORES

Almachi, J. C., Imke, U., Sanchez-Espinoza, V. H.   +2 more
openaire   +3 more sources

Numerical simulation study on the evolution of the temperature field and frozen wall in fractured rock mass

Deep Underground Science and Engineering, EarlyView.
The evolution of the temperature field and frozen wall under different fracture conditions was examined by an artificial ground freezing‐based thermal‐hydraulic coupled model. It was observed that fracture inclination affects the interaction extent of freezing pipes and fracture, while phase transition extent is the dominant factor for heat transfer in
Chenyi Zhang, Tingting Luo, Tao Zhang, Tao Han, Xiaodong Zhao, Haipeng Li, Yanfei Ma, Faxing Zhang, Madhusudhan Bangalore Narasimha Murthy, Weihao Yang   +9 more
wiley   +1 more source

Geomechanical performance of a novel L-shaped wellbore design for hot dry rock geothermal reservoirs: insights from fully coupled thermo-hydro-mechanical modeling. [PDF]

Sci Rep
Aliakbari Khoei M, Pak A.
europepmc   +1 more source

Modeling and experimental validation of bolt–grout bond–slip behavior for deep underground excavation support

Deep Underground Science and Engineering, EarlyView.
A novel shear‐lag model, validated by pull‐out tests, incorporates a constant bond stress stage to predict the complete load–displacement response of grouted rock bolts, providing a new tool for optimizing anchorage length and material toughness in deep underground engineering. Abstract The stability of rock masses in deep underground excavations, such
Wenhui Bian, Xiaohui He, Kexue Wang, Yufei Wu, Guoxin Wang, Shaochen Zhang, Jun Yang   +6 more
wiley   +1 more source

Numerical simulation of heat transfer and fluid characteristics in micro-channels with obliquely arranged capsule-shaped ribs and optimization study of structural parameters. [PDF]

PLoS One
Yao J, Li C, Shen Y, Wei Y, Zheng H, Feng H, Shao G, Yang J, Li Y.   +8 more
europepmc   +1 more source