Collaborative Research: Dynamic behavior of slickensided surfaces
合作研究:光滑表面的动态行为
基本信息
- 批准号:0324499
- 负责人:
- 金额:$ 6.57万
- 依托单位:
- 依托单位国家:美国
- 项目类别:Continuing Grant
- 财政年份:2004
- 资助国家:美国
- 起止时间:2004-03-01 至 2006-01-31
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
"Slickensides" are surfaces of weakness formed in stiff clays as a result of large shear displacements - on the order of 50 mm to 250 mm - concentrated on a discrete surface of sliding. Platy clay particles become aligned parallel to the surface of sliding, resulting in the formation of a smooth surface with shear strength that is much lower than the strength of the adjacent clay through which the slickensided surface forms.As a result of this low shear strength in comparison with the adjacent clay, slickensided rupture surfaces are likely loci of displacements during earthquakes. However, there have been no studies of the behavior of slickensided surfaces when subjected to the rapid cyclic loading that occurs during earthquakes. As a result, engineers must rely on assumption and judgment when estimating strengths for seismic deformation analyses, and these vary considerably among practicing engineers. For example, for one particular project in northern California, the difference of opinion regarding the shear strength that should be used resulted in recommendations for stabilization of the slopes that differed in cost by a factor of ten. At present, there is no way to determine whether one of these designs was dangerously inadequate, or the other was wasteful overkill.The broader impacts of this research program include opportunities for undergraduate and graduate students to participate in the laboratory experiments at Virginia Tech, and for freshman through senior-level students to observe the centrifuge experiments at UC Davis, and to work as assistants in preparing the centrifuge models. Both UC Davis and Virginia Tech have very active programs to recruit minority students to participate in research through the Minority Opportunities for Research in Engineering at UC Davis, and the Office of Minority Engineering Programs and coalition with Historically Black Colleges and Universities at Virginia Tech. The project also involves an active collaboration with Dr. Binod Tiwari of Niigata University, who has considerable experience in the types of experiments involved and will spend time at Virginia Tech and UC Davis, which will help to establish closer relationships between researchers in Japan and in the United States.
“滑动面”是由于大的剪切位移(约50 mm至250 mm)集中在离散的滑动面上而在硬粘土中形成的薄弱面。 片状粘土颗粒与滑动面平行排列,形成光滑面,其剪切强度远低于形成光滑面的相邻粘土的强度,由于与相邻粘土相比剪切强度较低,光滑面破裂面可能是地震时的位移点。 然而,还没有研究光滑表面在地震期间发生的快速循环荷载作用下的行为。 因此,工程师必须依赖于假设和判断时,估计强度的地震变形分析,这些有很大的差异,在实践中的工程师。 例如,对于北方加州的一个特定项目,关于应使用的抗剪强度的意见分歧导致了成本相差十倍的边坡稳定建议。 目前,还没有办法确定这些设计中的一个是危险的不足,还是另一个是浪费的过度。这项研究计划的更广泛的影响包括本科生和研究生有机会参加弗吉尼亚理工大学的实验室实验,大一到大四学生有机会观察加州大学戴维斯分校的离心机实验,并协助制作离心机模型。 加州大学戴维斯分校和弗吉尼亚理工大学都有非常活跃的项目,通过加州大学戴维斯分校的少数民族工程研究机会,以及少数民族工程项目办公室和弗吉尼亚理工大学历史上的黑人学院和大学联盟,招募少数民族学生参与研究。 该项目还涉及与新泻大学的Binod Tiwari博士的积极合作,他在所涉实验类型方面具有相当丰富的经验,并将在弗吉尼亚理工大学和加州大学戴维斯分校工作,这将有助于在日本和美国的研究人员之间建立更密切的关系。
项目成果
期刊论文数量(0)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
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Ross Boulanger其他文献
Effects of ground displacement on piles with different strength during laterally spreading in centrifuge test Proc.
离心试验过程中不同强度桩横向扩展过程中地面位移的影响。
- DOI:
- 发表时间:
2009 - 期刊:
- 影响因子:0
- 作者:
Hiroko Suzuki;Kohji Tokimatsu;Ross Boulanger - 通讯作者:
Ross Boulanger
Ross Boulanger的其他文献
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{{ truncateString('Ross Boulanger', 18)}}的其他基金
Liquefaction Evaluations of Finely Interlayered Sands, Silts and Clays
细夹层砂、粉砂和粘土的液化评估
- 批准号:
1635398 - 财政年份:2016
- 资助金额:
$ 6.57万 - 项目类别:
Standard Grant
Natural Hazards Engineering Research Infrastructure: Experimental Facility with Geotechnical Centrifuges
自然灾害工程研究基础设施:岩土离心机实验设施
- 批准号:
1520581 - 财政年份:2016
- 资助金额:
$ 6.57万 - 项目类别:
Cooperative Agreement
RAPID/Collaborative Research: Investigation of False Positive Liquefaction Triggering Predictions from the Canterbury Earthquake Sequence
快速/合作研究:坎特伯雷地震序列误报液化触发预测的调查
- 批准号:
1547846 - 财政年份:2015
- 资助金额:
$ 6.57万 - 项目类别:
Standard Grant
CPT-Based Characterization of Intermediate Soils
基于 CPT 的中质土表征
- 批准号:
1300518 - 财政年份:2013
- 资助金额:
$ 6.57万 - 项目类别:
Standard Grant
RAPID: Geotechnical Engineering Reconnaissance of the March 11, 2011, Tohoku Earthquake, Japan
RAPID:2011 年 3 月 11 日日本东北地震的岩土工程勘察
- 批准号:
1138203 - 财政年份:2011
- 资助金额:
$ 6.57万 - 项目类别:
Standard Grant
U.S.-Japan Joint Seminar: Seismic Disaster Mitigation in Urban Area by Geotechnical Engineering (Anchorage, Alaska May 21-22, 2002)
美日联合研讨会:利用岩土工程减轻城市地区地震灾害(阿拉斯加州安克雷奇,2002年5月21日至22日)
- 批准号:
0135346 - 财政年份:2002
- 资助金额:
$ 6.57万 - 项目类别:
Standard Grant
Cyclic Loading Behavior of Fine-Grained Soils
细粒土的循环加载行为
- 批准号:
9502530 - 财政年份:1995
- 资助金额:
$ 6.57万 - 项目类别:
Continuing Grant
Engineering Research Equipment: Automated Testing System
工程研究设备: 自动化测试系统
- 批准号:
9310669 - 财政年份:1993
- 资助金额:
$ 6.57万 - 项目类别:
Standard Grant
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