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Development of multi-function torsional shear apparatus and evaluation of cyclic deformation-strength characteristics of sand under various stress conditions

Development of multi-function torsional shear apparatus and evaluation of cyclic deformation-strength characteristics of sand under various stress conditions
多功能扭剪装置研制及不同应力条件下砂土循环变形-强度特性评价
批准号:
06555135
负责人:
TOKI Shosuke
金额:
$4.48万
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:
1994
资助国家:
日本
项目状态:
已结题
起止时间:
1994 至 1996

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中文摘要
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英文摘要
In this study, low cost, high resolution and high performance direct drive motor (DDM) used as axial and torsional loading equipment of torsional shear apparatus. In this DDM,changes of position, torque, speed control mode can be done easily by signals from a computer through the RS232C during testing.To examine the effects of loading controlled conditions on the cyclic deformation characteristics of sand under wide range of strain level, axial load (torque) and axial displacement (rotation angle) controlled cyclic triaxial (torsional) shear tests were performed by the above DDM loading system. And also, displacement and load controlled undrained cyclic triaxial and torsional tests to obtain the liquefaction strength were performed.Test result showed that :1) Axial load (torque) and axial displacement (rotation angle) controlled tests under wide range of strain levels can be performed by the developed loading equipment usign DDM.2) In the load controlled undrained cyclic test, the shear modulus and the damping ratio are not continuously measured at strain revel upper about 0.1%. The reason for this is that the strain kincreases rapidly due to the decrease of effective confining pressure. On the other hand, in the displacement controlled undrained cyclic test. cyclic deformation properties are continuously measured at large strain level.3) There existed a unique rule between results of load and displacement controlld liquefaction tests. This rule was independent of the relative density, the loading cycles and the types of tests (triaxial and torsional). On the basis of this relation, the cyclic strength in load controlled tests can be evaluated to some extent by performing displacement controlled cyclic tests.
期刊论文(50)
专著(0)
科研奖励(0)
会议论文
山下聡: "異なる直接型せん断試験装置による砂と粘土の変形強度特性" 直接型せん断試験の方法と適用に関するシンポジウム発表論文集. 1. 167-172 (1995)
Satoshi Yamashita:“使用不同直剪试验装置的砂和粘土的变形强度特性”直剪试验方法和应用研讨会论文集1. 167-172 (1995)。
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三浦 清一: "火山性粗粒土の動的力学特性におよぼす応力履歴の影響" 火山灰質土の性質とその設計・施工シンポジウム論文集. 1. 229-236 (1995)
Seiichi Miura:“应力历史对火山粗粒土动态力学特性的影响”火山灰土特性及其设计和施工研讨会论文集 1. 229-236 (1995)。
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Miura, S., and Kawamura, K.: "A procedure minimizing membrane penetration effects in undrained triaxial test" Soils and Foundations. Vol.36, No.4. 119-126 (1996)
Miura, S. 和 Kawamura, K.:“在不排水三轴试验中最大限度地减少膜渗透效应的程序”土壤和基础。
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三浦清一: "消波構造物を支持する地盤の波浪による流動化機構の研究" 海岸工学論文集. 42・2. 1016-1020 (1995)
三浦精一:“地面支撑消波结构的波致流化机理研究”海岸工程杂志42・2(1995)。
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43
    RESEARCH ON DEFORMATION AND STRENGTH CHARACTERISTICS OF SANDS AND SOFT ROCK GROUND UNDER HIGH PRESSURE CIRCUMSTANCE.
    • 批准号:
      02452195
    • 项目类别:
      Grant-in-Aid for General Scientific Research (B)
    • 资助金额:
      $2.5万
    • 财政年份:
      1990
    • 负责人:
      TOKI Shosuke
    • 依托单位:
    The Development of Consitutive Equation under General Stress Condition for Sands Anisotropic Deformation-Failure Behaviors due to Initial Structure and Stress History
    • 批准号:
      63550355
    • 项目类别:
      Grant-in-Aid for General Scientific Research (C)
    • 资助金额:
      $1.34万
    • 财政年份:
      1988
    • 负责人:
      TOKI Shosuke
    • 依托单位:
    Study on the evaluation method of in-situ deformation-strength characteristics of sand ground
    • 批准号:
      61460162
    • 项目类别:
      Grant-in-Aid for General Scientific Research (B)
    • 资助金额:
      $2.5万
    • 财政年份:
      1986
    • 负责人:
      TOKI Shosuke
    • 依托单位:
    Study on the evaluation of the mechanical properties of sandy grounds and their test methods
    • 批准号:
      60850095
    • 项目类别:
      Grant-in-Aid for Developmental Scientific Research
    • 资助金额:
      $4.99万
    • 财政年份:
      1985
    • 负责人:
      TOKI Shosuke
    • 依托单位:
    海外基金