Impact of Shear-Induced Pore Pressures on the Ground Deformations Around Underground Excavations in Shale Rock Formations for Long-Term Nuclear Waste Storage

剪切引起的孔隙压力对长期核废料储存页岩岩层地下开挖周围地面变形的影响

• 批准号: 558519-2021
• 负责人: Wallin, Kevin
• 金额: $ 1.53万
• 依托单位: University of Alberta
• 依托单位国家: 加拿大
• 项目类别: Postgraduate Scholarships - Doctoral
• 财政年份: 2021
• 资助国家: 加拿大
• 起止时间: 2021-01-01 至 2022-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=723232
• 关键词: Impact; Shear; Induced; Pore; Pressures

Geomechanics, Clay Shale, Servo-Controlled Direct Shear Test, Micro-Fiber Optic Pressure Sensors, Modified Triaxial Testing, Internal Pore Pressure Measurements, Geotechnical Modeling, Nuclear Repository Design, Environmental Safety, Data Analysis

地质力学、粘土页岩、伺服控制直剪测试、微光纤压力传感器、改进三轴测试、内部孔隙压力测量、岩土建模、核处置库设计、环境安全、数据分析