Stand-up Time of Jointed Rock Masses in Underground Excavations

地下开挖节理岩体的挺立时间

• 批准号: RGPIN-2016-04052
• 负责人: Cai, Ming
• 金额: $ 1.97万
• 依托单位: Laurentian University of Sudbury
• 依托单位国家: 加拿大
• 项目类别: Discovery Grants Program - Individual
• 财政年份: 2022
• 资助国家: 加拿大
• 起止时间: 2022-01-01 至 2023-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=753206
• 关键词: Stand; up; Time; Jointed; Rock

Stand-up time is the time that an un-supported tunnel would remain stable after excavation before it collapses. In underground mining and civil tunneling, the stand-up time is closely related to design and installation of rock support systems near tunnel advancing faces. If the stand-up time can be assessed accurately, it is then possible to optimize the excavation cycle and increase the tunnel advance rate considerably. Unfortunately, the current method of estimating stand-up time is still based on the method proposed by Bieniawski in 1976, which shows a large uncertainty in stand-up time prediction.The challenge in this research is to better understand the behaviour of rock mass and provide solutions to assess stand-up time of tunnels excavated in rock masses more accurately. Based on the need to advance knowledge in rock mechanics and mining science, we propose to study the phenomenon of time-dependent rock failure, understand the mechanisms that govern stand-up time, develop a time-dependent rock failure model and verify the model using laboratory and field data, study how rock support enhances stand-up time, and apply the result to underground mining. The approach to be adopted is a combined application of experimental and field observations and numerical modeling using advanced numerical tools. Stand-up time of tunnels excavated in jointed rock masses will be calculated and new charts for stand-up time estimation considering factors such as excavation span, rock mass quality, overburden depth, and excavation shape will be developed. Many mines apply shotcrete immediately after scaling in an excavation cycle. The effect of shotcrete on stand-up time enhancement will be studied quantitatively in this study.The research findings from this study can contribute to a better understanding of the fundamental problem of time-dependent behaviour of rocks and provide a tool for the mining and civil tunneling industries to estimate stand-up time more accurately. The potential cost-benefits of this investigation are significant because it provides Canadian mining companies a useful tool to make important decisions related to rock support in tunnel development so as to improve safety and productivity.

直立时间是指无支护隧道在开挖后保持稳定直至坍塌的时间。在地下采矿和民用隧道中，隧道掘进工作面附近岩石支护系统的设计和安装与站立时间密切相关。如果能够准确地估计出直立时间，就有可能优化开挖周期，并大大提高隧道的推进速度。然而，目前对隧道开挖后的站立时间的估算方法仍沿用Bieniawski在1976年提出的方法，这使得站立时间的预测存在很大的不确定性。本研究面临的挑战是如何更好地理解岩体的特性，并为更准确地估算岩体中隧道的站立时间提供解决方案。基于对岩石力学和采矿科学知识的需要，我们建议研究随时间变化的岩石破坏现象，了解支配站立时间的机制，开发随时间变化的岩石破坏模型，并使用实验室和现场数据验证该模型，研究岩石支护如何提高站立时间，并将结果应用于地下采矿。所采用的方法是实验和现场观测以及使用先进数值工具的数值模拟相结合的应用。将计算在节理岩体中开挖的隧道的站立时间，并将制定考虑开挖跨度、岩体质量、覆盖层深度和开挖形状等因素的站立时间估计新图表。许多矿山在开挖循环中结垢后立即应用喷射混凝土。本研究将定量研究喷射混凝土对提高直立时间的影响，研究结果将有助于更好地理解岩石的时变特性这一基本问题，并为采矿和民用隧道行业提供更准确地估计直立时间的工具。这项调查的潜在成本效益是显着的，因为它提供了一个有用的工具，加拿大矿业公司作出重要的决定，有关岩石支护隧道的发展，以提高安全性和生产力。