Soil and Foundation Improvement Solutions for Seismic Hazards

针对地震灾害的土壤和地基改良解决方案

• 批准号: 386019-2012
• 负责人: TofighRayhani, Mohammad
• 金额: $ 1.75万
• 依托单位: Carleton University
• 依托单位国家: 加拿大
• 项目类别: Discovery Grants Program - Individual
• 财政年份: 2016
• 资助国家: 加拿大
• 起止时间: 2016-01-01 至 2017-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=595910
• 关键词: Soil; Foundation; Improvement; Solutions; Seismic

The upgraded seismic loading included in the revised national building code (NBCC 2005) postulates an increased seismic hazard in Canada. Most existing structures, including major infrastructure (e.g. nuclear power plants, bridges, etc.), were designed and constructed prior to these new design guidelines and are susceptible to earthquake damage. Thus there is a need to provide innovative solutions for earthquake resistant foundations for new and existing structures. This research program represents an effort towards resistant seismic design through developing innovative retrofitting techniques for foundations of existing structures as well as developing new techniques for constructing earthquake-resistant foundation systems.

修订后的国家建筑法规（NBCC 2005）中包含的升级的地震负荷假设加拿大的地震危险增加了。在这些新的设计指南之前设计和建造了大多数现有的结构，包括主要的基础设施（例如核电站，桥梁等），并且容易受到地震损害的影响。因此，有必要为新的和现有结构的抗震基础提供创新的解决方案。该研究计划代表着通过为现有结构的基础开发创新的改造技术以及开发用于构建抗震抗震基础系统的新技术，这代表了抗拒地震设计的努力。