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Rational interpretation of tunneling in urban area based on model test and numerical simulation

Rational interpretation of tunneling in urban area based on model test and numerical simulation
基于模型试验与数值模拟的城区隧道掘进合理解释
批准号:
24760378
负责人:
HOSSAIN Md.Shahin
金额:
$3.0万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Young Scientists (B)
财政年份:
2012
资助国家:
日本
项目状态:
已结题
起止时间:
2012-04-01 至 2014-03-31

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中文摘要
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英文摘要
To investigate the effect of tunneling on existing structure, model tests of tunneling are performed in deep underground considering existing building.From the model tests and numerical simulations it is found that for there is a significant effect of tunneling on the existing foundation of building even the tunnel is constructed in deep underground. Therefore, the effect of the soil-structure interaction should be taken into account during tunnel construction in deep underground. The numerical analyses perfectly capture the surface settlement, ground deformation and distributions of earth pressure of the model tests
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Tunnel behavior subjected to repeated shear deformation – model test and finite element analysis
反复剪切变形下的隧道行为——模型试验和有限元分析
DOI: --
发表时间: 2013
期刊:
影响因子: --
作者: [H. M. Shahin, T. Nakai and S. Kuroi]
通讯作者: T. Nakai and S. Kuroi
Tunnel behavior subjected to repeated shear deformation–model test and finite element analysis
反复剪切变形下的隧道行为——模型试验和有限元分析
DOI: --
发表时间: 2013
期刊:
影响因子: --
作者: [H. M. Shahin, T. Nakai and S. Kuroi]
通讯作者: T. Nakai and S. Kuroi
繰返しせん断変形をうける地盤中のトンネル土圧
地表反复剪切变形下的隧道土压力
DOI: --
发表时间: 2013
期刊:
影响因子: --
作者: [H. M. Shahin, T. Nakai and S. Kuroi, 黒井翔,H. M. Shahin,中井照夫]
通讯作者: 黒井翔,H. M. Shahin,中井照夫
シャヒン研究室
沙欣实验室
DOI: --
发表时间:
期刊:
影响因子: --
作者: []
通讯作者:
12
    Stress-deformation mechanism of ground during urban tunnel excavation : Model tests and Numerical simulation
    • 批准号:
      21760372
    • 项目类别:
      Grant-in-Aid for Young Scientists (B)
    • 资助金额:
      $2.83万
    • 财政年份:
      2009
    • 负责人:
      HOSSAIN Md.Shahin
    • 依托单位:
    海外基金