RUI: Engineering Characterization of Rock-Like Materials with Large Voids

RUI：大孔隙类岩石材料的工程表征

• 批准号: 0555812
• 负责人: Mary MacLaughlin
• 金额: --
• 依托单位: Montana Technological University
• 依托单位国家: 美国
• 项目类别: Continuing Grant
• 财政年份: 2006
• 资助国家: 美国
• 起止时间: 2006-10-01 至 2010-12-31
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=0555812&HistoricalAwards=false
• 关键词: RUI; Engineering; Characterization; Rock; Like

RUI: Engineering Characterization of Rock-Like Materials with Large VoidsProject Abstract:While the effects of porosity on rock strength and elastic properties have been widely investigated both experimentally and analytically, the effects of macroporosity (large voids) on strength and elastic properties are poorly understood and are poorly addressed in the scientific literature. Besides the basic lack of scientific understanding of these materials, the results are of importance to a number of entities. One of the most important aspects of this study is its applicability to the analysis and design of the U.S. high level radioactive nuclear waste repository; portions of the repository will be constructed in tuff units that contain large cavities. The research will also be relevant to engineering applications involving weakly cemented aggregates, which are currently employed as backfill for mine openings and stabilization of sinkholes, and may possibly have military or homeland security uses as potential impact-resistant materials.The primary aim of this research is to investigate the engineering behavior of materials displaying macroporosity, by quantifying the variation in behavior as a function of macroporosity characteristics. A three stage approach will be employed, corresponding to master's thesis work of four graduate students. In the first and second stages of the research, the effects of cavity size and cavity shape, on the strength (unconfined compressive strength, friction angle, cohesion), deformability (Young's modulus), and failure behavior (stress-strain response and failure mode) will be quantified. The third stage will focus on studying the effects of multiple sizes of cavities, since real macroporous materials tend to contain a wide range of cavity sizes. All stages of the proposed project will be accomplished through a combination of laboratory testing and numerical modeling, utilizing Montana Tech's state-of-the-art rock triaxial testing apparatus and PFC3D distinct element numerical modeling software.Real rock (tuff) and cemented rockfill specimens as well as synthetic samples composed of plaster of Paris with Styrofoam inclusions will be tested. After performing validation using the experimental data, numerical models will be used to supplement the laboratory experimental data, facilitating analysis of a larger number of samples under a wider range of conditions.The proposed project team is both interdisciplinary and inter-institutional, involving faculty from three different departments (Civil, Geological, and Mining Engineering) on two campuses (Montana Tech of The University of Montana and the University of North Florida, both primarily undergraduate institutions). Funding for a 3-day short-course on Itasca's PFC software will allow project participants, as well as other interested members of the engineering community who will be invited to attend, to gain a more thorough understanding of this powerful numerical tool. The research results will be disseminated via journal publications and presentation at rock mechanics symposia, and will be incorporated into several courses at Montana Tech. The extensive opportunity for collaboration, which will allow sharing of tools, ideas, and expertise, is one of the most exciting and beneficial aspects of the project.The work will promote diversity within the engineering workforce by providing support for a female PI and several female graduate students. Undergraduate and high school students will be involved in various aspects of the work; interaction between these students and the graduate student researchers is expected to encourage the younger students to continue their education to the next level.

瑞：具有大孔洞的类岩石材料的工程特性项目摘要：虽然孔隙度对岩石强度和弹性特性的影响已经通过实验和分析进行了广泛的研究，但大孔隙率(大孔洞)对强度和弹性特性的影响却知之甚少，在科学文献中也很少涉及。除了对这些材料缺乏基本的科学理解外，这些结果对一些实体来说也很重要。这项研究最重要的方面之一是它对美国高放射性核废料储存库的分析和设计的适用性；该储存库的部分将建在包含大型空腔的凝灰岩单元中。这项研究还将与涉及弱胶结集料的工程应用相关，目前，弱胶结集料被用作矿山开挖和天坑稳定的回填材料，并可能作为潜在的抗冲击材料用于军事或国土安全。本研究的主要目的是通过量化材料性能随大孔特性的变化来研究显示大孔的材料的工程行为。将采用三个阶段的方法，对应于四名研究生的硕士论文工作。在研究的第一和第二阶段，将量化空洞大小和空洞形状对强度(无侧限抗压强度、摩擦角、内聚力)、变形能力(杨氏模量)和破坏行为(应力-应变响应和破坏模式)的影响。第三阶段将重点研究不同尺寸的空腔的影响，因为真正的大孔材料往往包含大范围的空腔尺寸。拟议项目的所有阶段将通过实验室测试和数值模拟相结合的方式完成，利用蒙大拿理工学院最先进的岩石三轴测试设备和PFC3D DISTINCT Element数值模拟软件。将测试真实岩石(凝灰岩)和胶结填石样品，以及由含有聚苯乙烯泡沫塑料包裹体的巴黎石膏组成的合成样品。在使用实验数据进行验证后，将使用数值模型来补充实验室实验数据，以便于在更广泛的条件下分析更多的样本。拟议的项目团队是跨学科和跨机构的，包括来自两个校区(蒙大拿大学蒙大拿理工学院和北佛罗里达大学，主要是本科院校)的三个不同系(土木工程、地质和采矿工程)的教员。资助为期3天的关于Itasca的PFC软件的短期课程将使项目参与者以及将被邀请参加的工程界其他感兴趣的成员更彻底地了解这一强大的数值工具。研究成果将通过期刊出版物和在岩石力学研讨会上的陈述进行传播，并将被纳入蒙大拿理工大学的几门课程。广泛的合作机会将允许共享工具、想法和专业知识，这是该项目最令人兴奋和有益的方面之一。该工作将通过为一名女性PI和几名女性研究生提供支持，促进工程工作人员的多样性。本科生和高中生将参与到这项工作的各个方面；这些学生与研究生研究人员之间的互动有望鼓励更年轻的学生继续他们的教育。