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NEESR-II: Evaluation of Seismic Levee Deformation Potential by Destructive Cyclic Field Testing

NEESR-II: Evaluation of Seismic Levee Deformation Potential by Destructive Cyclic Field Testing
NEESR-II:通过破坏性循环现场试验评估地震堤坝变形潜力
批准号:
0830081
负责人:
Scott Brandenberg
金额:
$37.5万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2008
资助国家:
美国
项目状态:
已结题
起止时间:
2008-10-01 至 2013-03-31

项目摘要

项目成果

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中文摘要
翻译
萨克拉门托-圣华金三角洲的堤坝是加州的重要组成部分?供水系统。三角洲为加利福尼亚州南部和中部以及旧金山湾区东部的2200万人提供淡水,并直接支持加利福尼亚州每年4000亿美元的经济活动。岛屿?受堤网限制的海堤一般在海平面以下3至5米,在涨潮时,仅由约1至1.5米的干舷保护。堤坝的决口导致水道中的水流入岛屿,从而淹没农田和野生动物栖息地,并将旧金山湾的盐水引入三角洲。这是一个潜在的灾难性场景,因为盐污染可能会停止向加州中部和南部的供水,从而剥夺许多社区的唯一水源。由于现有的应急响应系统可以在几小时内对单个决口作出反应,并在几周内对修复工作产生影响,因此在由挖洞动物和其他局部危险造成的个别决口事件中不太可能出现这种情况。另一方面,地震灾害是一个非同寻常的威胁,因为可能同时发生多个裂口,淹没三角洲内的许多岛屿。如此大范围的系统故障预计将导致长达28个月的时间无法从三角洲输送淡水。事实上,一些人质疑,这样一系列的决口是否会永久地改变区域形态,从而需要确定替代水源,或者需要重新配置或重新安置加州经济/人口的主要部门。由于下垫泥炭质有机土的循环变形潜力尚不清楚,地震对堤坝性能的影响尚不确定,迫切需要对这些材料的性能进行研究。智力价值和范围:该奖项将支持对现有土堤(几何形状与堤坝非常相似,但目前不蓄水)进行全面测试,以调查泥炭有机基础土壤在现实应力和边界条件下的原位变形潜力。测试条件和仪器将被设计用于测量可能导致干舷严重损失导致破裂的变形机制。这类数据对于开发更合理的分析工具来评估堤坝的地震易损性至关重要。现场测试将辅以广泛的实验室测试计划,以进一步研究关键材料的响应特性,如震动引起的土壤强度损失和体积减小。提高防洪堤地震易损性的知识将广泛适用于任何建立在有机土壤上的土结构。测试活动将与加州水资源部的工程师密切协调,以确定合适的地点。从该项目中获得的见解可以从根本上改变Delta地震风险评估和改造决策的方式。更广泛的影响:本研究最重要的社会影响将是改善三角洲地区的地震风险评估,这反过来将导致更明智的改造和/或建设决策,以及更有可能在地震期间和之后保持功能的供水系统。该奖项还将支持教育模块的开发,利用NEES资源为NEESinc更广泛的教育、推广和培训(EOT)目标做出贡献。这些模块将教授当前的输水系统、三角洲的堤坝网络、输水和堤坝网络之间的联系、这些堤坝的工程特性、堤坝潜在的地震破坏机制,以及对饮用水和灌溉用水的影响。这些模块将包括一份学习指南,其中包含关于在不同级别(即本科生和K-12)实施模块的建议。该项目的数据将通过NEES数据存储库(http://www.nees.org)提供。
英文摘要
The Sacramento-San Joaquin Delta levees are critical components of California?s water distribution system. The Delta supplies fresh water to 22 million people in southern and central California as well as eastern portions of the San Francisco Bay area and directly supports $400 billion/year of economic activity within the State of California. The ?islands? circumscribed by the network of levees are commonly 3 to 5 meters below sea level, and are protected by only about 1 to 1.5 meters of freeboard at high tide. A breach in a levee causes water from the channel to flow into the island thereby inundating farmland and wildlife habitat, and drawing saline water from the San Francisco Bay into the Delta. This is a potentially catastrophic scenario, as saline contamination could halt water delivery to central and southern California, removing the sole water source for many communities. This scenario is unlikely in the event of an individual levee breach caused by burrowing animals and other local hazards because the existing emergency response system can respond to a single breach within a matter of hours and affect repair within a matter of weeks. On the other hand, seismic hazard is an extraordinary threat because of the potential for multiple simultaneous breaches inundating many islands within the Delta. Such widespread system failure has been forecast to cause up to 28 months of time during which fresh water deliveries from the Delta would not be possible. Some in fact question whether such a sequence of breaches might permanently change the regional morphology such that either alternative water sources would need to be identified or major sectors of the California economy/population would need to be reconfigured or relocated. The influence of earthquake shaking on the behavior of the levees is uncertain because the cyclic deformation potential of the underlying peaty organic soils not well understood, and there is an urgent need to investigate the behavior of these materials.Intellectual Merit and Scope: This award will support full-scale testing of an existing earth embankment (very similar in geometry to a levee, but not currently holding water) to investigate the in situ deformation potential of peaty organic foundation soils under realistic stresses and boundary conditions. The test conditions and instrumentation will be designed to measure the deformation mechanisms that can result in a critical loss of freeboard leading to a breach. Data of this sort is essential for the development of more rational analysis tools for assessing the seismic vulnerability of levees. The field testing will be supplemented by an extensive laboratory testing program to further investigate key material response characteristics such as soil strength loss and volume reduction caused by shaking. The improved knowledge of levee seismic vulnerability will be broadly applicable wherever these earth structures are founded on organic soils. Testing activities will be closely coordinated with engineers at the California Department of Water Resources to identify a suitable site. Insights gained from this project could fundamentally alter the manner in which Delta seismic risk is assessed and retrofit decisions are made. Broader Impacts: The most important societal impact of this research will be improvement of seismic risk assessment in the Delta, which in turn will result in better informed retrofit and/or construction decisions and a water delivery system that is more likely to maintain functionality during and following earthquake shaking. This award will also support development of education modules that leverage NEES resources to contribute to the broader NEESinc goals for education, outreach and training (EOT). The modules will teach about the current water delivery system, the network of levees in the Delta, the link between water delivery and the levee network, the engineering properties of these levees, the potential seismic failure mechanisms of the levees, and the consequences on the availability of water for drinking and irrigation. Included with the modules will be a study guide containing suggestions regarding implementation of the modules at different levels (i.e., undergraduates and K-12). Data from this project will be made available through the NEES data repository (http://www.nees.org)
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会议论文
Soil-Foundation-Structure Interaction Effects on Cyclic Failure Potential of Silts and Clays
  • 批准号:
    1563638
  • 项目类别:
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  • 资助金额:
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  • 财政年份:
    2016
  • 负责人:
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NEESR: Levees and Earthquakes: Averting an Impending Disaster
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