Development of shear device for large deformation of sand

砂土大变形剪切装置的研制

基本信息

  • 批准号:
    07555444
  • 负责人:
  • 金额:
    $ 1.47万
  • 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:
    1995
  • 资助国家:
    日本
  • 起止时间:
    1995 至 1996
  • 项目状态:
    已结题

项目摘要

A new shear device for sand was developed which can study the granular movement of sand particles prior to and after the peak strength and during the state of residual strength.The shear device houses a specimen which measure 5^<**>5^<**>10cm^3in size. A vacuum pressure is introduced into the specimen in order to produce an effective confining pressure. This measure makes pressure cell unnecessary and enables a microscope to directly approach the specimen. The microscopic observation of granular movement is made further easier by covering one of the side faces of the specimen with a transparent acryl plate. The microscope employed in the present study has CCD transducers of digital type which make it possible to analyze the observed data by a computer.The present research revealed the following issues. Firstly, granular movement prior to the peak strength consists of falling of grains into adjacent large voids. This phenomenon occurs more or less uniformly in the specimen. In contrast, after the peak strength, shear movement of grains is concentrated in a narrow domain which is often called a shear band. The width of the shear band is approximately 10 times the grain's diameter. Both shear and rotational movements are significant in the shear band. In particular, the rotational movement was found to be irregular, occurring in both positive and negative directions. The dilatant motion was also found more important in the shear band than outside of it.
研制了一种新的砂土剪切试验装置,该装置可用于研究峰值强度前后和剩余强度状态下砂土颗粒的运动,试验装置内装有尺寸为5^<**>5^<**> 10 cm ^3的试样。将真空压力引入试样中以产生有效围压。这种措施使压力单元不必要,并使显微镜直接接近样品。通过用透明的亚克力板覆盖样品的一个侧面,使颗粒运动的显微镜观察更加容易。本研究所用的显微镜具有数字型CCD传感器,这使得通过计算机分析观察数据成为可能。首先,峰值强度之前的颗粒运动包括颗粒落入相邻的大空隙中。这种现象在样品中或多或少均匀地发生。相反,在峰值强度之后,晶粒的剪切运动集中在通常被称为剪切带的窄域中。剪切带的宽度约为晶粒直径的10倍。剪切带中的剪切运动和旋转运动都很明显。特别是,旋转运动被发现是不规则的,发生在正反两个方向。剪切带内的剪切运动比剪切带外的剪切运动更重要。

项目成果

期刊论文数量(6)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
K.Furumoto, I.Towhata, and A.Yoshida: ""Microscopic Observation of Shear Band in Plane Strain Compression Test of Sands"" International Symposium on Deformation and Progressive Failure in Geomechanics. (submitted to). (1997)
K.Furumoto、I.Towhata 和 A.Yoshida:“砂平面应变压缩试验中剪切带的微观观察””地质力学变形和渐进破坏国际研讨会。
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    0
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K.Furumoto,I.Towhata and A.Yoshida: "Microscopic Observation of Shear Band in Plane Strain Compression Test of Sands" Int.Sympsm.on Deformation and Progressive Failure in Geomechanics. (未定). (1997)
K.Furumoto、I.Towhata 和 A.Yoshida:“砂体平面应变压缩试验中剪切带的微观观察”地质力学中的变形和渐进破坏(TBD)。
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    0
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K.Furumoto.I.Touhata and A.Yoshida: "Microscopic Observation of Shear Band in Plane Strain Compression Test of Sands" International Symposium on Deformation and Progressive Failure in Geomechanics.(未定). (1997)
K.Furumoto.I.Touhata 和 A.Yoshida:“砂平面应变压缩试验中剪切带的微观观察”地质力学变形和渐进破坏国际研讨会(待定)。
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    0
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東畑郁生,W. Vargas, 桃谷尚嗣: "地盤流動にともなう大変形の可能なせん断試験装置の開発" 地盤工学会論文集. (発表予定). (1996)
Ikuo Higashihata、W. Vargas、Naoji Momodani:“开发能够因地面流动而产生大变形的剪切测试装置”,日本岩土工程师学会论文集(即将发表)。
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    0
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古本 一司, 東畑 郁生: "一軸圧縮試験におけるせん断層の微視的観察" 第31回地盤工学研究発表会. 813-814 (1996)
Kazushi Furumoto、Ikuo Higashihata:“单轴压缩试验中剪切层的微观观察”第 31 届岩土工程研究会议(1996 年)。
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TOWHATA Ikuo其他文献

TOWHATA Ikuo的其他文献

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{{ truncateString('TOWHATA Ikuo', 18)}}的其他基金

Comprehensive study on slope disaster in Izu Oshima Island caused by Typhoon 26 in 2013
2013年26号台风造成伊豆大岛斜坡灾害综合研究
  • 批准号:
    25900002
  • 财政年份:
    2013
  • 资助金额:
    $ 1.47万
  • 项目类别:
    Grant-in-Aid for Special Purposes
Simplified protective structure against debris flow for safe transportation in mountainous region
简化山区泥石流防护结构保障山区交通安全
  • 批准号:
    22656105
  • 财政年份:
    2010
  • 资助金额:
    $ 1.47万
  • 项目类别:
    Grant-in-Aid for Challenging Exploratory Research
Laboratory reproduction of weathering and deterioration of soft-rock slopes and its application to disaster mitigation.
软岩边坡风化劣化的实验室再现及其在减灾中的应用
  • 批准号:
    21246076
  • 财政年份:
    2009
  • 资助金额:
    $ 1.47万
  • 项目类别:
    Grant-in-Aid for Scientific Research (A)
Experimental study on effects of lateral soil flow on group pile and its application to design procedure
侧向土流对群桩影响的试验研究及其在设计中的应用
  • 批准号:
    16360234
  • 财政年份:
    2004
  • 资助金额:
    $ 1.47万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
Laboratory shear tests on rate-dependent nature of liquefied sand undergoing large deformation
大变形液化砂速率依赖性的实验室剪切试验
  • 批准号:
    11450179
  • 财政年份:
    1999
  • 资助金额:
    $ 1.47万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B).
Experimental study on mitigation of damage induced by lateral displacement of liquefied subsoil
减轻液化地基侧向位移损伤的试验研究
  • 批准号:
    10555160
  • 财政年份:
    1998
  • 资助金额:
    $ 1.47万
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
Effects of inertia force on the dynamic behavior of Sand
惯性力对砂动态行为的影响
  • 批准号:
    05452239
  • 财政年份:
    1993
  • 资助金额:
    $ 1.47万
  • 项目类别:
    Grant-in-Aid for General Scientific Research (B)
Amplitication of earthquake motion by surface soft deposits
地表软沉积物对地震运动的放大
  • 批准号:
    04302041
  • 财政年份:
    1992
  • 资助金额:
    $ 1.47万
  • 项目类别:
    Grant-in-Aid for Co-operative Research (A)

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