Geostructural stability analysis with adaptive mesh refinement

通过自适应网格细化进行地质结构稳定性分析

• 批准号: FF0455859
• 负责人: Prof Scott Sloan
• 金额: $ 106.8万
• 依托单位: The University of Newcastle
• 依托单位国家: 澳大利亚
• 项目类别: Federation Fellowships
• 财政年份: 2004
• 资助国家: 澳大利亚
• 起止时间: 2004-07-01 至 2009-06-30
• 项目状态: 已结题
• 来源: https://dataportal.arc.gov.au/RGS/Web/Grants/FF0455859
• 关键词: Geostructural; stability; analysis; adaptive; mesh

AIMS: To conduct fundamental research on new methods for predicting the stability of geostructures such as tunnels, dams, highways and foundations. To translate this research into innovative computer software and better civil design procedures. SIGNIFICANCE: Billions of dollars are spent annually on the construction of Australian infrastructure. This project will lead to new algorithms and computer software for designing this infrastructure. Particular emphasis will be placed on the development of adaptive methods for three-dimensional problems involving complex ground profiles, where current procedures are inadequate. EXPECTED OUTCOMES: Cutting-edge algorithms and computer software that will lead to cheaper and safer design of civil infrastructure. This will be accompanied by top-level refereed publications and a book.

目的：对预测隧道、大坝、公路和地基等地质结构稳定性的新方法进行基础研究。将这项研究转化为创新的计算机软件和更好的土木设计程序。 重要性：澳大利亚每年花费数十亿美元用于基础设施建设。该项目将导致新的算法和计算机软件设计这一基础设施。将特别强调为涉及复杂地面剖面的三维问题制定适应性方法，因为目前的程序不足以解决这些问题。 预期成果：尖端的算法和计算机软件，将导致民用基础设施的更便宜和更安全的设计。这将伴随着顶级的参考出版物和一本书。