RAPID/Collaborative Research: Liquefaction Mitigation of Silts using MIDP and Field Testing with NHERI UTexas Large Mobile Shakers

快速/协作研究:使用 MIDP 缓解淤泥液化并使用 NHERI UTexas 大型移动振动筛进行现场测试

基本信息

  • 批准号:
    1935670
  • 负责人:
  • 金额:
    $ 15.02万
  • 依托单位:
  • 依托单位国家:
    美国
  • 项目类别:
    Standard Grant
  • 财政年份:
    2019
  • 资助国家:
    美国
  • 起止时间:
    2019-07-01 至 2021-06-30
  • 项目状态:
    已结题

项目摘要

The overall objective of this Grant for Rapid Response Research (RAPID) project is to evaluate the potential for a soil liquefaction mitigation technique in relatively fine-grained soils. This technique uses new advancements in the field of bio-remediation and will be tested in the field at a site located in Portland, Oregon. The project addresses a major seismic problem in Oregon, where many infrastructure facilities are founded on non-plastic to low-plasticity silts that are susceptible to liquefaction in a Magnitude 9 Cascadia Subduction Zone earthquake. The site selected for study are near the Critical Energy Infrastructure (CEI) hub located in northwest Portland, where 90 percent of the Oregon's liquid fuel and all jet fuels for Portland's airport are handled. The seismic vulnerability of fuel tanks at the CEI hub is a critical impediment to Oregon's resilience and energy reliability in the wake of a major earthquake. If the mitigation method in this project is proved to be effective in the field, it will provide a vertical step for adopting this solution for infrastructure founded on liquefiable silty soils. This will enhance the resiliency of Oregon after a major earthquake, and it can be adopted in other places with similar subsurface conditions.This project will evaluate the potential for microbially induced desaturation via dissimilatory reduction of nitrogen (denitrification) to mitigate liquefaction potential in relatively fine-grained soils. We hypothesize that 1) denitrification via two weeks of treatment can lower the degree of saturation to 80 percent in silty soils in the field, 2) this level of desaturation will eliminate pore water pressure generation in treated soils subjected to in-situ cyclic strains, and 3) the desaturation will persist for years due to the small pore size in silty soils (although this will need to be verified in subsequent research). Our approach to evaluate these hypotheses involves in-situ shaking using NHERI@UTexas field equipment at a site before and after treatment, and periodic monitoring of compression (P-) wave velocities during the next 3 to 5 years.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.
这一快速反应研究拨款项目的总体目标是评估在相对细粒土壤中采用缓解土壤液化技术的潜力。这项技术采用了生物修复领域的最新进展,并将在俄勒冈州波特兰市的一个现场进行测试。该项目解决了俄勒冈州的一个主要地震问题,那里的许多基础设施建立在非塑性到低塑性的淤泥上,这些淤泥在9级卡斯卡迪亚俯冲带地震中很容易液化。选定的研究地点位于波特兰西北部的关键能源基础设施(CEI)枢纽附近,俄勒冈州90%的液体燃料和波特兰机场的所有喷气燃料都在这里处理。CEI中心燃料箱的地震脆弱性是俄勒冈州在大地震后恢复能力和能源可靠性的关键障碍。如果本项目中的缓解方法在现场被证明是有效的,它将为在可液化粉质土壤上建立的基础设施采用这种解决方案提供一个垂直步骤。这将增强俄勒冈州在大地震后的恢复能力,并且可以在其他具有类似地下条件的地方采用。该项目将评估微生物诱导脱饱和的潜力,通过氮的异化还原(反硝化)来减轻相对细粒土壤的液化潜力。我们假设1)经过两周处理的反硝化可以将现场粉质土壤的饱和度降低到80%,2)这种程度的去饱和将消除原位循环应变下处理过的土壤产生的孔隙水压力,3)由于粉质土壤的孔隙较小,这种去饱和将持续数年(尽管这需要在后续研究中进行验证)。我们评估这些假设的方法包括在处理前后使用NHERI@UTexas现场设备进行现场震动,并在未来3到5年内定期监测压缩(P-)波速。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

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Arash Khosravifar其他文献

Arash Khosravifar的其他文献

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{{ truncateString('Arash Khosravifar', 18)}}的其他基金

Pile-supported Wharves Subjected to Combined Inertial and Lateral Ground Deformation Loads in Earthquakes
地震中承受惯性和横向地面变形联合荷载的桩支撑码头
  • 批准号:
    2153282
  • 财政年份:
    2022
  • 资助金额:
    $ 15.02万
  • 项目类别:
    Standard Grant
Pile Foundations Under Inertia and Liquefaction-Induced Lateral Spreading
惯性和液化引起的横向扩展下的桩基
  • 批准号:
    1761712
  • 财政年份:
    2018
  • 资助金额:
    $ 15.02万
  • 项目类别:
    Standard Grant

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