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Development of shear device for large deformation of sand

Development of shear device for large deformation of sand
砂土大变形剪切装置的研制
批准号:
07555444
负责人:
TOWHATA Ikuo
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
项目状态:
已结题
起止时间:
1995 至 1996

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中文摘要
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英文摘要
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.
期刊论文(6)
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科研奖励(0)
会议论文
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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通讯作者:
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)。
DOI: --
发表时间:
期刊:
影响因子: --
作者: []
通讯作者:
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)。
DOI: --
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作者: []
通讯作者:
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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