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Mathematical and Experimental Approaches for Evaluation of Dynamic and Static Stability of Granular Structures

Mathematical and Experimental Approaches for Evaluation of Dynamic and Static Stability of Granular Structures
评估粒状结构动静态稳定性的数学和实验方法
批准号:
08555120
负责人:
KONAGAI Kazuo
金额:
$5.18万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (A)
财政年份:
1996
资助国家:
日本
项目状态:
已结题
起止时间:
1996 至 1997

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中文摘要
翻译
以上六位研究者为阐明粗颗粒材料的变形过程所做的所有尝试,在本研究的最终报告中进行了总结。术语“粗”指的是颗粒具有相当大的代表性尺寸,与它们的边界尺寸和合成树脂片的尺寸相比,这些尺寸是不可忽视的,例如,合成树脂片与颗粒混合以增强其强度。研究者共研究了10个课题,包括与人工和/或天然斜坡、铁路道砟、不同粒度分布的天然颗粒土沉积物等颗粒结构相关的静态和动态问题。研究人员还强调了开发可视化和模拟晶粒行为的新方法,因为颗粒之间的键相对较弱或没有键的颗粒材料永远不会表现得像连续介质。LAT(激光辅助断层扫描)是一种新方法,通过使用玻璃颗粒、与玻璃具有相同折射率的液体和强激光片,可以清楚地看到所有颗粒的形状和运动以及它们的组合。数值模拟方法DEM(离散元法)也被用于研究颗粒-颗粒相互作用及其对颗粒整体行为的影响。
英文摘要
All atempts by the above six investigators to clarify deforming processes of coarse granular materials are summarized in the final report of this study.The terminology "coarse" means that grains have fairly large representative sizes that can not be ignored, when compared with dimensions of their boundaries and sizes of synthetic resin pieces, for example, that are mixed up with the grains to enhance their strengths. Total 10 subjects that the investigators have studied include both the static and dynamic problems related to such granular structures as artificial and/or natural slopes, ballast of railways, natural granular soil deposits with different grain size distributions.Stress was also put on developing new methodologies for visualizing and simulating the behaviors of grains because a granular material with relatively weak or no bonds among its grains never behaves like a continuous medium. LAT (Laser-Aided Tomography) is one of those new methods that allows all the grains shapes and motions as well within their assemblages to be clearly visualized by using glass grains, the liquid with the same refractive index as the glass and an intense laser-light sheet. A numerical simulation method, DEM (Discrete Element Method) was also used to examine grain-grain interaction and its effect on overall behavior of the granular mass.
期刊论文(22)
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科研奖励(0)
会议论文
Di Benedetto, H. and Tatsuoka, F.: "Small Strain Behavior of Geomaterials:Modelling of Strain Rate Effects" Soil and Foundation. 37・2. 127-138 (1997)
Di Benedetto, H. 和 Tatsuoka, F.:“岩土材料的小应变行为:应变率效应建模”37・2(1997 年)。
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通讯作者:
Kowata, Y.et.Al.: "Discussions on Strengths and Deforming Processes of Ballast through Large-Scale Triaxial Tests (in Japanese)" The 32nd Annual Convention of the Japanese Geotechnical Society. 651-652 (1997)
Kowata, Y.et.Al.:“通过大型三轴试验讨论道碴的强度和变形过程(日语)”日本岩土工程学会第 32 届年会。
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通讯作者:
Konagai, K. and T.Matsushima: "Key Paramenters Governing Earthquake-Induced Granular Slope Failure" Jour.,Japan Soc.,Dam Engineers. 7・1. 27-31 (1997)
Konagai, K. 和 T.Matsushima:“控制地震引起的粒状斜坡破坏的关键参数”,日本学会,大坝工程师,7·1 (1997)。
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通讯作者:
Kokusho, G.: "SPT N-Value and S-wave Velocity for Gravelly Soils with Different Grain Size Distribution" Soils and Foundation. 37・4. 105-110 (1997)
Kokusho, G.:“不同粒度分布的砾石土壤的 SPT N 值和 S 波速度”土壤与基础 105-110 (1997)。
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22
    Detection of Lagrangian displacements induced in seismic source regions and its implementation for land conservation
    Earthquake-induced long-term change of landforms and its implication for rational rehabilitations
    • 批准号:
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    • 项目类别:
      Grant-in-Aid for Scientific Research (A)
    • 资助金额:
      $20.63万
    • 财政年份:
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    • 依托单位:
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      20900002
    • 项目类别:
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    Control of Failure Modes of Civil-Infrastructures Experiencing Large Soil Defomations Caused by Surface Fault Ruptures
    • 批准号:
      12355020
    • 项目类别:
      Grant-in-Aid for Scientific Research (A)
    • 资助金额:
      $16.75万
    • 财政年份:
      2000
    • 负责人:
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    国内基金
    海外基金
    协同模板中的约束信息可视化
    • 批准号:
      60573174
    • 项目类别:
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    • 资助金额:
      6.0万元
    • 批准年份:
      2005
    • 负责人:
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