课题基金 / 基金详情

The monitoring of the deformation of the slope and the time prediction Based on the stress-dilatancy of the soil

The monitoring of the deformation of the slope and the time prediction Based on the stress-dilatancy of the soil
基于土体应力剪胀的边坡变形监测及时间预测
批准号:
23658130
负责人:
SASAHARA Katsuo
金额:
$2.41万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Challenging Exploratory Research
财政年份:
2011
资助国家:
日本
项目状态:
已结题
起止时间:
2011 至 2012

项目摘要

项目成果

SASAHARA Katsuo的其他基金

相似基金

相关文献

中文摘要
翻译
点击翻译按钮获取中文摘要
英文摘要
The measurement of the deformation of the sandy model slope under artificial rainfall or cutting were conducted to examine whether the strain increment ratio (=compression strain increment/shear strain increment ratio) can shows the stress state in the slope before the failure. In the experiment with artificial rainfall, the compression strain increment at the bottom of the slope decreased with the increase of the shear strain and then became zero just before the failure of the slope. This fact shows the strain increment ratio can be a indicator of the instability of the slope.
期刊论文(24)
专著(0)
科研奖励(0)
会议论文
DOI: --
发表时间: 2011
期刊: Int. J. of GEOMAT
影响因子: --
作者: [*Watanabe, S.(Ryukyu Univ.), Jones, T.(SCION-NewZealand), Isigaki, K.(Ryukyu Univ.), Imura, S.(Ryukyu Univ.), Baba, S.(Ryukyu Univ.), K.Sasahara & N.Sakai, 笹原克夫,酒井直樹, 笹原克夫, K.Sasahara, K.Sasahara, 笹原克夫, 伊藤和也, Sasahara K. and Sakai N.]
通讯作者: Sasahara K. and Sakai N.
変位量計測に基づく斜面の安定度評価と崩壊発生予測のための新たな考え方
基于位移测量的边坡稳定性评价与破坏预测新思路
DOI: --
发表时间: 2013
期刊:
影响因子: --
作者: [Naoki SAKAI, Katsuo SASAHARA, Tomohiro ISHIZAWA and Teruki FUKUZONO, Sasahara K.and Sakai N, 笹原克夫, Katsuo Sasahara and Naoki Sakai, 笹原克夫, 笹原克夫]
通讯作者: 笹原克夫
Shear deformation distribution and the variation of pore pressure in a sandy model slope during rainfall
降雨期间砂质模型边坡剪切变形分布及孔隙压力变化
DOI: --
发表时间: 2012
期刊: PROCEEDINGS OF THE 11th INTERNATIONAL AND 2nd NORTH AMERICAN SYMPOSIUM ON LANDSLIDES AND ENGINEERED SLOPES, BANFF, CANADA, 3-8 JUNE 2012
影响因子: --
作者: [*Watanabe, S.(Ryukyu Univ.), Jones, T.(SCION-NewZealand), Isigaki, K.(Ryukyu Univ.), Imura, S.(Ryukyu Univ.), Baba, S.(Ryukyu Univ.), K.Sasahara & N.Sakai, 笹原克夫,酒井直樹, 笹原克夫, K.Sasahara]
通讯作者: K.Sasahara
Shear strain development and pore pressure distribution in sandy model slope under repeated rainfall
反复降雨条件下砂质模型边坡剪应变发展及孔隙压力分布
DOI: --
发表时间: 2012
期刊: Advances in transportation Geotechnics II (PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON TARNSPORTATION GEOTECHNICS (2ND ICTG), HOKKAIDO, JAPAN, 10-12 SEPTEMBER 2012)
影响因子: --
作者: [*Watanabe, S.(Ryukyu Univ.), Jones, T.(SCION-NewZealand), Isigaki, K.(Ryukyu Univ.), Imura, S.(Ryukyu Univ.), Baba, S.(Ryukyu Univ.), K.Sasahara & N.Sakai, 笹原克夫,酒井直樹, 笹原克夫, K.Sasahara, K.Sasahara]
通讯作者: K.Sasahara
20
    Study on the yearly variation of river geomorphology after sediment runoff due to large sediment yield in South-east Asia
    • 批准号:
      20405029
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $10.4万
    • 财政年份:
      2008
    • 负责人:
      SASAHARA Katsuo
    • 依托单位:
    Study on the time variation of sediment discharge after gigantic landslide at volcanic area in south-east Asia
    • 批准号:
      17405003
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $7.7万
    • 财政年份:
      2005
    • 负责人:
      SASAHARA Katsuo
    • 依托单位:
    海外基金