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Fluid Flow and Heat Transfer Within a Single Horizontal Fracture in an Enhanced Geothermal System
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: We present an analysis of fluid flow and heat transfer through a single horizontal channel with permeable walls which are at different temperatures. The problem is set in the context of hot ...
Fuzzy Multiattribute Decision-Making Model Based on an Improved DEAHP for Selection of a Shield Auxiliary Construction Method
Publisher: American Society of Civil Engineers
Abstract: Using a suitable shield auxiliary construction method (SACM) is crucial when encountering adverse geological conditions in tunneling. However, its current selection often relies on the experience of the project team and ...
Experimental and Numerical Study of the Dynamic Mechanical Behavior of Fully Grouted GFRP Rock Bolts
Publisher: ASCE
Abstract: Due to good corrosion resistance and high tensile strength, glass fiber–reinforced plastic (GFRP) bolts are widely used in mining operations. However, GFRP bolts are susceptible to blast load damage, so it is important to ...
Soil Conditioning for EPB Shield Tunneling in Coastal Silty Clay Strata: Laboratory Research and Field Application
Publisher: ASCE
Abstract: Earth pressure balance (EPB) shield tunneling in coastal silty clay strata often faces the problems of clogging on the screw conveyor or the belt conveyor due to lumps of clay soils formed because of the large cohesion of ...
Excavation-Induced Groundwater Evolution of Noncircular Tunnels in Mountainous Regions: Analytical and Numerical Investigation
Publisher: ASCE
Abstract: Excavation damage induced by the drill-and-blast method (DBM) of the surrounding rock zone in tunneling intensifies the loss of groundwater and causes serious hydroecological imbalance. Traditional theoretical analysis ...
Cementation of Shale Soils by MICP Technology and Its Damage Characteristics Due to Freeze–Thaw Weathering Processes
Publisher: ASCE
Abstract: This paper describes an application for microbial induced calcite precipitation (MICP) on the cementation of shale soils for ground reinforcement in cold regions. The micro and macrostructures of the cemented body were ...