Natural Hazards Engineering Research Infrastructure: Experimental Facility with Geotechnical Centrifuges 2021-2025

自然灾害工程研究基础设施：岩土离心机实验设施 2021-2025

• 批准号: 2037883
• 负责人: Jason DeJong
• 金额: $ 680万
• 依托单位: University of California-Davis
• 依托单位国家: 美国
• 项目类别: Cooperative Agreement
• 财政年份: 2021
• 资助国家: 美国
• 起止时间: 2021-01-01 至 2025-09-30
• 项目状态: 未结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=2037883&HistoricalAwards=false
• 关键词: Natural; Hazards; Engineering; Research; Infrastructure

The Natural Hazards Engineering Research Infrastructure (NHERI) is supported by the National Science Foundation (NSF) as a distributed, multi-user national facility to provide the natural hazards engineering research community with access to research infrastructure that includes earthquake and wind engineering experimental facilities, cyberinfrastructure (CI), computational modeling and simulation tools, high performance computing resources, and research data, as well as education and community outreach activities. Originally funded under NSF 14-605 and NSF 15-598, NHERI has operated since 2015 through separate, but coordinated, five-year research infrastructure awards for a Network Coordination Office, CI, Computational Modeling and Simulation Center, and Experimental Facilities, including a post-disaster, rapid response research facility. Information about NHERI resources are available at the NHERI web portal (https://www.DesignSafe-ci.org). Awards made for NHERI contribute to NSF's role in the National Earthquake Hazards Reduction Program (NEHRP) and the National Windstorm Impact Reduction Program (NWIRP). This award will renew the NHERI Experimental Facility at the University of California-Davis from January 1, 2021, to September 30, 2025. Through this award, the University of California-Davis will provide access to their experimental resources, user services, and data management infrastructure for NSF-supported research and education awards. This facility will provide users with access to geotechnical modeling resources that include 9-meter and 1-meter radius centrifuges, both with shake tables. Centrifuges enable the use of reduced-scale models to accurately capture the responses of soil masses that are many times larger than is possible at full scale on even the largest shake tables. The 9-meter centrifuge has the largest radius of any centrifuge with a shake table worldwide, and can carry a soil payload of 1550 kilograms. Performing experiments on detailed, reduced-scale models, outfitted with large numbers of sensors, will enable major scientific and engineering advances for a broad range of soil and soil-structure systems, such as building foundations, bridge foundations, near-shore and off-shore energy infrastructure foundations, underground structures, pipelines, ground improvement technologies, wharves, embankment dams, and levee systems. Research can be performed that will enable major advances in the ability of engineers to predict and improve the performance of soil and soil-structure systems affected by earthquake, wave, wind, and storm surge loadings. Research performed by the facility's broad base of users will contribute to the economic competitiveness of the United States, better infrastructure management, and improved well-being of citizens through, for example, modified building codes, new seismic design criteria, and partnering projects for major infrastructure systems. Experimental data generated from research conducted at this facility will be archived in the Data Depot on the NHERI web portal. Together, the 9-meter and 1-meter radius geotechnical centrifuges will provide the unique and versatile modeling capabilities required for realizing major scientific and engineering advances in predicting and improving the performance of soil and soil-structure systems affected by natural hazard loadings. Available resources at the centrifuge facility will provide the capability to construct soil and soil-structure models with holistic system levels of complexity and obtain measurements of complex local mechanisms through inverse analyses of data from dense instrumentation arrays. The centrifuge facility will enable the formation of basic science knowledge; the validation of advanced computational models from the component to holistic system level; the validation of transformative mitigation strategies; and the integration of research, education, and outreach activities in the training of a diverse workforce. The facility will conduct annual user workshops and will host Research Experiences for Undergraduate students. The facility's user support will: (1) help users improve their experimental investigations through personalized guidance and support at the proposal, design, construction, testing, and interpretation phases of their research; (2) maintain a parallel and uninterrupted workflow that maximizes scheduling flexibility; (3) maintain, improve, and develop technical resources for the facility; (4) integrate safety and risk awareness into routine operational practices; (5) provide cybersecurity and data management; (6) provide mentoring and technical training for research team members; (7) promote research opportunities to key interest groups to broaden and diversify the user base; (8) manage maintenance cycles to avoid impacting user schedules; and (9) engage in key outreach activities with the national and international hazards research communities.This award reflects NSF's statutory mission and has been deemed worthy of support through evaluation using the Foundation's intellectual merit and broader impacts review criteria.

自然灾害工程研究基础设施（NHERI）由美国国家科学基金会（NSF）支持，作为一个分布式、多用户的国家设施，为自然灾害工程研究界提供研究基础设施，包括地震和风力工程实验设施、网络基础设施（CI）、计算建模和仿真工具、高性能计算资源和研究数据。以及教育和社区外展活动。NHERI最初由NSF 14-605和NSF 15-598资助，自2015年以来，NHERI通过网络协调办公室、CI、计算建模和仿真中心以及实验设施（包括灾后快速反应研究设施）的独立但协调的五年研究基础设施奖开始运作。有关NHERI资源的信息可在NHERI门户网站（https://www.DesignSafe-ci.org）获得。授予NHERI的奖项有助于NSF在国家减少地震灾害计划（NEHRP）和国家减少风暴影响计划（NWIRP）中发挥作用。该奖项将在2021年1月1日至2025年9月30日期间更新加州大学戴维斯分校的NHERI实验设施。通过该奖项，加州大学戴维斯分校将为nsf支持的研究和教育奖项提供他们的实验资源、用户服务和数据管理基础设施。该设施将为用户提供岩土建模资源，包括9米和1米半径的离心机，都带有振动台。离心机可以使用缩小比例的模型来准确地捕捉土体的响应，即使是在最大的振动台上，土体的响应也比全尺寸大很多倍。这台9米长的离心机是世界上具有振动台的离心机中半径最大的，可以携带1550公斤的土壤有效载荷。在配备大量传感器的详细、缩小比例的模型上进行实验，将使广泛的土壤和土壤结构系统取得重大的科学和工程进展，如建筑基础、桥梁基础、近岸和近海能源基础设施基础、地下结构、管道、地面改善技术、码头、堤坝和堤防系统。可以进行的研究将使工程师在预测和改善受地震、波浪、风和风暴潮载荷影响的土壤和土壤结构系统的性能方面取得重大进展。该设施的广大用户所进行的研究将有助于提高美国的经济竞争力，改善基础设施管理，并通过修改建筑规范、新的抗震设计标准和主要基础设施系统的合作项目等方式改善公民的福祉。在该设施进行的研究中产生的实验数据将存档在NHERI网站门户的数据仓库中。9米和1米半径的土工离心机将共同提供独特和通用的建模能力，以实现预测和改善受自然灾害载荷影响的土壤和土壤结构系统的性能方面的重大科学和工程进展。离心机设施的现有资源将提供构建具有整体系统复杂性水平的土壤和土壤结构模型的能力，并通过对密集仪器阵列数据的反向分析获得复杂局部机制的测量结果。离心机设施将使基础科学知识的形成；从部件级到整体系统级的高级计算模型验证；验证变革性缓解战略；将研究、教育和拓展活动结合起来，培训多样化的劳动力。该设施将举办年度用户研讨会，并将为本科生举办研究体验。该设施的用户支持将：(1)通过在研究的提案、设计、施工、测试和解释阶段提供个性化指导和支持，帮助用户改进实验调查；(2)保持并行和不间断的工作流程，最大限度地提高调度灵活性；（三）维护、改进和开发设施的技术资源；(4)将安全和风险意识融入日常操作实践；(5)提供网络安全和数据管理；(6)对科研团队成员进行指导和技术培训；(7)向主要兴趣群体提供研究机会，以扩大和多样化用户群；(8)管理维护周期，避免影响用户计划；(9)与国内和国际危害研究界开展重要的外联活动。该奖项反映了美国国家科学基金会的法定使命，并通过使用基金会的知识价值和更广泛的影响审查标准进行评估，被认为值得支持。

项目成果

Numerical and Physical Modeling of the Effect of the Cone Apex Angle on the Penetration Resistance in Coarse-Grained Soils

• DOI: 10.1061/(asce)gm.1943-5622.0002626
• 发表时间: 2023-02
• 期刊: International Journal of Geomechanics
• 影响因子: 3.7
• 作者: O. M. Hunt;K. O'Hara;Y. Chen;A. Martinez

Cone Penetration Resistance in Coarse-Grained Gravelly Soils

粗粒砾石土中的锥入阻力

• DOI: 10.1061/(asce)gt.1943-5606.0002934
• 发表时间: 2023
• 期刊: Journal of Geotechnical and Geoenvironmental Engineering
• 影响因子: 3.9
• 作者: Pires-Sturm, Alexander P.;DeJong, Jason T.
• 通讯作者: DeJong, Jason T.

Dynamic Behavior of Uniform Clean Sands: Evaluation of Predictive Capabilities in the Element- and the System-Level Scale

均匀清洁沙子的动态行为：元素级和系统级尺度的预测能力评估

• DOI: 10.1061/9780784484043.043
• 发表时间: 2022
• 期刊: GeoCongress 2022
• 作者: Chiaradonna, Anna;Ziotopoulou, Katerina;Carey, Trevor J.;DeJong, Jason T.;Boulanger, Ross W.
• 通讯作者: Boulanger, Ross W.

The Liquefaction and Cyclic Mobility Performance of Embankment Systems Constructed with Different Sand Gradations

不同砂级配路堤体系的液化及循环流动性能

• DOI: 10.1061/jggefk.gteng-11501
• 发表时间: 2023
• 期刊: Journal of Geotechnical and Geoenvironmental Engineering
• 影响因子: 3.9
• 作者: Carey, Trevor J.;Love, Nathan C.;DeJong, Jason T.
• 通讯作者: DeJong, Jason T.

Effect of soil gradation on embankment response during liquefaction: A centrifuge testing program

土级配对液化过程中路堤响应的影响：离心机测试程序

• DOI: 10.1016/j.soildyn.2022.107221
• 发表时间: 2022
• 期刊: Soil Dynamics and Earthquake Engineering
• 影响因子: 4
• 作者: Carey, Trevor J.;Chiaradonna, Anna;Love, Nathan C.;Wilson, Daniel W.;Ziotopoulou, Katerina;Martinez, Alejandro;DeJong, Jason T.
• 通讯作者: DeJong, Jason T.