Anisotropic deformation characteristics of geomaterials in a wide strain range

宽应变范围内岩土材料各向异性变形特征

基本信息

  • 批准号:
    10555161
  • 负责人:
  • 金额:
    $ 8.26万
  • 依托单位:
  • 依托单位国家:
    日本
  • 项目类别:
    Grant-in-Aid for Scientific Research (B)
  • 财政年份:
    1998
  • 资助国家:
    日本
  • 起止时间:
    1998 至 2000
  • 项目状态:
    已结题

项目摘要

Since early 80's there have been a lot of developments for shakers in centrifuge modeling and now many types of shakers with various specification are available in many centrifuges all over the world. However, the shaking directions of these shakers are all horizontal and no shaker which can simulate the; vertical vibration has been developed. In Tokyo Institute of Technology, an attempt has been made to develop 2D shaker, which can make horizontal and vertical motions of shaking table independently in the TIT Mark III Centrifuge.In order to create the motion with 2 degrees of freedom, at least two actuators are necessary for the shaker. In the newly developed 2D shakers, two inclined servo-hydraulic actuators with horizontal angle of 30 degrees are symmetrically mounted underneath the shaking table. Vertical and horizontal motions can be controlled by putting the same displacements to the cylinders of the two actuators with the same phase and opposite phase respectively. The main diff … More erence between normal ID horizontal shaker and 2D H-V shaker is that the shaking table cannot be directly supported by liner way system, which tightly fixed to the reaction frame. The linear way system has two main functions, i.e., supporting the static vertical weight of the shaking table and model under centrifugal acceleration and preventing the rocking motion of the shaking table. In the 2D shaker, the static weight is supported with four air springs so that the force from the actuators underneath the shaking table can entirely act for the dynamic motions. Furthermore two pairs of parallel links were introduced between the shaking table and liner way guides to prevent the rocking motion of the table. The maximum shaking mass is 200 kg and table size are 640x510 mm. Maximum input forces are 35kN and 30kN for the horizontal and vertical directions respectively.Using the newly developed 2D shaker, preliminary tests were conducted to check its performance. It was confirmed that the horizontal and vertical motions could be independently controlled using the shaker, although there remain many things to improve the performance. Less
自80年代初以来,在离心机建模中为振动者提供了许多发展,现在许多具有各种规格的振动剂在世界各地都可以使用。但是,这些振动器的摇动方向都是水平的,没有可以模拟的振动者。已经开发出垂直振动。在东京理工学院,已经尝试开发2D振动器,这可以使在TIT Mark III离心机中独立摇动桌子的水平和垂直运动,以便以2个自由度创建运动,至少有两个执行器对于振动者来说是必要的。在新开发的2D振动器中,水平角度为30度的两个倾斜的伺服液压执行器对称地安装在摇桌下方。垂直和水平运动可以通过将相同的位移分别放在两个执行器的圆柱体和相对相的圆柱体上来控制。主要的差异……正常ID水平振动筛和2D H-V振动器之间的更加差异是,摇动桌不能由衬里方式系统直接支撑,后者将其紧密地固定在反应框架上。线性方式系统具有两个主要功能,即支持离心加速度下摇桌和模型的静态垂直重量,并防止摇桌的摇动运动。在2D振动板中,静态重量得到了四个空气弹簧的支撑,因此摇动桌子下方的执行器的力可以完全用于动态运动。此外,在摇动桌子和衬里方式指南之间引入了两对平行链路,以防止桌子的摇动运动。最大振动质量为200千克,桌子尺寸为640x510毫米。水平和垂直方向的最大输入力分别为35KN和30KN。使用新开发的2D振动筛,进行了初步测试以检查其性能。据证实,尽管还有很多东西可以改善性能,但可以使用振动脱壶独立控制水平和垂直运动。较少的

项目成果

期刊论文数量(58)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
A.Takahashi, J.Takemura, T.Shimodaira: "Seismic performance of reinforced earth wall with geogrid"Proceedings of the 15th International Conference on Soil Mechanics and Geotechnical Engineering. 1265-1268 (2001)
A.Takahashi,J.Takemura,T.Shimodaira:“土工格栅加筋土墙的抗震性能”第15届国际土壤力学与岩土工程会议论文集。
  • DOI:
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  • 影响因子:
    0
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  • 通讯作者:
井沢 淳・竹村次郎・高橋章浩: "ジオブリッドで補強された鉛直盛土の地震時挙動に関する研究" 第34回地盤工学研究発表会. (1999)
Jun Izawa、Jiro Takemura、Akihiro Takahashi:“土工布里加固垂直路堤的抗震性能研究”第 34 届岩土工程研究会议(1999 年)。
  • DOI:
  • 发表时间:
  • 期刊:
  • 影响因子:
    0
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A.Takahashi, J.Takemura, J.Izawa: "Dynamic behavior of vertical geogrid-reinforced soil during earthquake"Proceedings of the International symposium on Slope stability engineering. 2. 991-996 (1999)
A.Takahashi,J.Takemura,J.Izawa:“地震期间垂直土工格栅加筋土的动力行为”国际边坡稳定工程研讨会论文集。
  • DOI:
  • 发表时间:
  • 期刊:
  • 影响因子:
    0
  • 作者:
  • 通讯作者:
岡野幸輔, 高橋章浩, 井澤淳, 竹村次朗: "遠心模型による補強土擁壁の水平-鉛直2方向振動実験"第36回地盤工学研究発表会講演集. 2. 2059-2060 (2001)
Kosuke Okano,Akihiro Takahashi,Jun Izawa,Jiro Takemura:“采用离心模型的加筋土挡土墙水平-垂直双向振动试验”第36届岩土工程研究会议论文集2。2059-2060(2001)。
  • DOI:
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    0
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TAKEMURA Jiro其他文献

TAKEMURA Jiro的其他文献

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{{ truncateString('TAKEMURA Jiro', 18)}}的其他基金

Characterization of low placement ratio SCP and deformation of SCP ground under backfilled
低安置率SCP特征及回填下SCP地面变形
  • 批准号:
    11650501
  • 财政年份:
    1999
  • 资助金额:
    $ 8.26万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
Stability of deep excavation in soft clay deposits-Deformation and interaction with adjacent structure-
软粘土矿床深基坑稳定性-变形及与邻近结构的相互作用-
  • 批准号:
    09045048
  • 财政年份:
    1997
  • 资助金额:
    $ 8.26万
  • 项目类别:
    Grant-in-Aid for international Scientific Research
An investigation on interaction between liquefied soil and pile foundation during earthquake
地震作用下液化土与桩基相互作用研究
  • 批准号:
    08650570
  • 财政年份:
    1996
  • 资助金额:
    $ 8.26万
  • 项目类别:
    Grant-in-Aid for Scientific Research (C)
An investigation on effects of countermeasures against liquefaction of sand deposits with structures
建筑物砂沉积物液化对策效果研究
  • 批准号:
    07555445
  • 财政年份:
    1995
  • 资助金额:
    $ 8.26万
  • 项目类别:
    Grant-in-Aid for Scientific Research (A)
A fundamental Study on stability of under ground large structures subjecting buoyant forces
地下大型结构受浮力稳定性的基础研究
  • 批准号:
    05555133
  • 财政年份:
    1993
  • 资助金额:
    $ 8.26万
  • 项目类别:
    Grant-in-Aid for Developmental Scientific Research (B)
*
*
  • 批准号:
    04650432
  • 财政年份:
    1992
  • 资助金额:
    $ 8.26万
  • 项目类别:
    Grant-in-Aid for General Scientific Research (C)

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High-performance control of nonlinear shaking table tests performed for examinations of displacement suppression of seismic isolation buildings
用于隔震建筑物位移抑制检查的非线性振动台试验的高性能控制
  • 批准号:
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    2020
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先进材料与结构应用实验室 (ALAMS) 的单向振动台 (UDST) 系统控制器
  • 批准号:
    RTI-2020-00651
  • 财政年份:
    2019
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    $ 8.26万
  • 项目类别:
    Research Tools and Instruments
Development of earthquake response analysis method up to near the final stage of buildings by simulation of large shaking table experiments
通过大型振动台实验模拟,开发直至建筑物接近最终阶段的地震反应分析方法
  • 批准号:
    18H01588
  • 财政年份:
    2018
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Substructure Shaking Table Test for Collapse Process of Reinforced Concrete Building
钢筋混凝土建筑物倒塌过程的下部结构振动台试验
  • 批准号:
    16K06568
  • 财政年份:
    2016
  • 资助金额:
    $ 8.26万
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An earthquake shaking table to investigate soil-structure interactions
用于研究土壤-结构相互作用的地震振动台
  • 批准号:
    LE150100130
  • 财政年份:
    2015
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    $ 8.26万
  • 项目类别:
    Linkage Infrastructure, Equipment and Facilities
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