DYNAMIC FAILURES OF ROCKS SUBJECTED TO CONFINEMENTS

受限制的岩石的动态破坏

• 批准号: 341807-2012
• 负责人: Xia, Kaiwen
• 金额: $ 1.75万
• 依托单位: University of Toronto
• 依托单位国家: 加拿大
• 项目类别: Discovery Grants Program - Individual
• 财政年份: 2013
• 资助国家: 加拿大
• 起止时间: 2013-01-01 至 2014-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=527468
• 关键词: DYNAMIC; FAILURES; ROCKS; SUBJECTED; CONFINEMENTS

There is a worldwide trend for the increase of the operation depth in rock engineering projects. The high in-situ stress associated with the depth poses grand challenges to rock engineers. As major economic players in the Canadian economy, mining and petroleum industries are thus in great need to understand the effect of high in-situ stress on the mechanical properties of rocks. To specifically address the effect of high in-situ stress on the dynamic responses of rocks, systematic experimental research is planned in this proposal. High in-situ stresses are simulated using a recently developed innovative confining cell and dynamic loads are exerted by a state of the art split Hopkinson pressure bar (SHPB) system. Using innovative testing methods developed by the applicant, systematic investigations on the dynamic rock properties of rocks under various confinements simulating high in-situ stresses will be carried out. Complete set of dynamic properties of rocks, including compression, tension, shear, bending, and fracture properties will be studied under triaxial confinement, hydrostatic confinement and pre-tension for the first time. The outcome of the research will significantly benefit the economy of Canada relevant to natural resources. In this proposal, highly qualified personnel of different levels will be trained and will be valuable contributors to the Canadian job market. The cutting-edge research proposed will also position Canada as the leading nation of rock dynamics in underground rock engineering problems.

岩石工程施工深度的增加是世界性的趋势。与深度相关的高地应力对岩石工程师提出了巨大的挑战。作为加拿大经济的主要经济参与者，采矿和石油工业因此非常需要了解高原地应力对岩石力学性能的影响。针对高地应力对岩石动力响应的影响，本文拟进行系统的试验研究。高地应力模拟使用最近开发的创新的约束细胞和动态载荷施加的最先进的分离式霍普金森压杆（SHPB）系统。将利用申请人开发的创新测试方法，对模拟高原地应力的各种约束条件下岩石的动态岩石特性进行系统研究。在三轴约束、静水约束和预拉伸条件下，将首次研究岩石的完整动力学特性，包括压缩、拉伸、剪切、弯曲和断裂特性。研究结果将大大有利于加拿大与自然资源有关的经济。在这项建议中，不同层次的高素质人员将得到培训，并将成为加拿大就业市场的宝贵贡献者。这项尖端研究也将使加拿大成为地下岩石工程问题中岩石动力学的领先国家。