Collaborative Research: Soil-Structure-Water Interaction Effects in Buried Reservoirs - Centrifuge and Numerical Modeling

合作研究：埋藏水库中的土壤-结构-水相互作用效应 - 离心机和数值模拟

• 批准号: 1763129
• 负责人: Katerina Ziotopoulou
• 金额: $ 43.91万
• 依托单位: University of California-Davis
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 2018
• 资助国家: 美国
• 起止时间: 2018-07-01 至 2023-06-30
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=1763129&HistoricalAwards=false
• 关键词: Collaborative; Research; Soil; Structure; Water

Buried water storage reservoirs are important lifeline structures in cities worldwide, including major urban centers on the U.S. West Coast. Sudden release of impounded water due to earthquake damage can lead to catastrophic flooding in congested urban residential neighborhoods, and severely impede fire suppression efforts due to earthquake related fires. This may lead to significant loss of life. Moreover, these reservoirs are essential for post-earthquake recovery and resumption of economic activity, and thus need to be seismically resilient. Current state-of-practice for the seismic design of buried water storage reservoirs is primarily based on simplified procedures. This project will investigate the seismic response of buried reservoirs focusing on the interaction of the structure, the soil and the contained water, with the objective of advancing our ability to properly design this type of structure. The research encompasses an integrated program of physical (centrifuge) and numerical modeling. Understanding the fundamental interactions involved during seismic loading has immediate implications for reservoir design, from both geotechnical and structural engineering perspectives. This project will advance the state-of-research and practice for a class of critical lifeline facilities with essential life safety and post-earthquake recovery roles. In the context of earthquake resiliency, this research will provide the data necessary to develop more reliable estimates of anticipated performance of buried reservoir facilities during and after a major seismic event, and will make inroads into economic and environmental sustainability. By rendering critical infrastructure more resilient, the findings of this project will improve the resilience of our urban centers. In its outreach program, this project will impact student groups across the nation via the contribution of educational modules as well as research findings, and support the success of women in geotechnical engineering in particular. The development of interactive K-12 educational modules and engagement with K-12 female students, as well as groups visiting the NHERI Centrifuge Facility at UC Davis, will foster the development of a long term relationship and exposure of female students to geotechnical earthquake engineering.This project aims at studying the seismic response of buried reservoirs focusing on the soil-structure-water interaction (SSWI) including the poorly understood role of hydrodynamic loading. This will be achieved through an integrated program of centrifuge and numerical modeling. The experimental and numerical modeling is designed to quantify the influence of the: (a) stiffness of the soil-wall system, (b) ground motion intensity, (c) roof and backfill inertial response, and (d) fluid response, on the highly nonlinear response of these structures. The NHERI centrifuge experimental facility at UC Davis will be used for the tests. Experimental data will serve two purposes: first, to understand soil-water-structure interaction in these types of structures, and second to develop numerical modeling protocols and experimentally validated modeling approaches that will allow the profession to advance the capacity and reliability of existing predictive tools and realize the benefits of performance-based engineering in the design and construction of these important lifeline structures. Parametric studies using calibrated models will be conducted to make design recommendations. Data from this project will be curated, archived and made available to the public through the NHERI Cyberinfrastructure DesignSafe data repository.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.

地下蓄水池是世界各地城市的重要生命线结构，包括美国西海岸的主要城市中心。由于地震破坏而突然释放积水可能会导致拥挤的城市居民区发生灾难性洪水，并严重阻碍地震相关火灾的灭火工作。这可能会导致重大的生命损失。此外，这些水库对于震后恢复和恢复经济活动至关重要，因此需要具有抗震能力。目前我国地下水库的抗震设计主要是基于简化的程序。该项目将研究地下水库的地震反应，重点是结构，土壤和所含水的相互作用，目的是提高我们正确设计这类结构的能力。该研究包括物理（离心机）和数值模拟的综合方案。从岩土工程和结构工程的角度来看，了解地震荷载过程中涉及的基本相互作用对油藏设计具有直接意义。本项目将推动具有重要生命安全和灾后恢复作用的一类关键生命线设施的研究和实践。在地震恢复能力的背景下，这项研究将提供必要的数据，以开发更可靠的估计，在一个大地震事件期间和之后，埋藏水库设施的预期性能，并将进入经济和环境的可持续性。通过提高关键基础设施的抗灾能力，该项目的研究结果将提高我们城市中心的抗灾能力。在其推广计划中，该项目将通过教育模块和研究成果的贡献影响全国的学生群体，并特别支持妇女在岩土工程方面的成功。互动K-12教育模块的开发和K-12女学生的参与，以及参观加州大学戴维斯分校NHERI离心机设施的团体，将促进长期关系的发展，并使女学生接触到岩土地震工程。本项目旨在研究隐伏水库的地震反应，重点是土-结构-水相互作用（SSWI），包括水动力荷载的作用。这将通过离心机和数值模拟的综合程序来实现。实验和数值模拟旨在量化：(a)土墙系统的刚度，(b)地震动强度，(c)顶板和回填体惯性响应，以及(d)流体响应对这些结构的高度非线性响应的影响。加州大学戴维斯分校的NHERI离心机实验设备将用于测试。实验数据将用于两个目的：第一，了解这些类型结构中的土壤-水-结构相互作用，第二，开发数值建模协议和实验验证的建模方法，这将使专业人员能够提高现有预测工具的能力和可靠性，并在这些重要的生命线结构的设计和建造中实现基于性能的工程的好处。将使用校准模型进行参数化研究，以提出设计建议。该项目的数据将通过NHERI Cyberinfrastructure DesignSafe数据存储库进行整理、归档并向公众开放。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

Hydrodynamic pressures on rigid walls subjected to cyclic and seismic ground motions

• DOI: 10.1002/eqe.4020
• 发表时间: 2023-09
• 期刊: Earthquake Engineering & Structural Dynamics
• 影响因子: 4.5
• 作者: Karim AlKhatib;Y. Hashash;K. Ziotopoulou;Brian Morales

Centrifuge and Numerical Modeling of the Seismic Response of Buried Water Supply Reservoirs

埋地供水水库地震响应的离心机和数值模拟

• DOI: 10.1061/jggefk.gteng-11758
• 发表时间: 2024
• 期刊: Journal of Geotechnical and Geoenvironmental Engineering
• 影响因子: 3.9
• 作者: AlKhatib, Karim;Hashash, Youssef M.;Ziotopoulou, Katerina;Heins, James
• 通讯作者: Heins, James