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滞洪水库退水闸差异沉降问题的数值模拟分析
The Numerical Simulation of Differential Settlement in Flood-discharge Reservior Gate
【摘要】 永定河滞洪水库退水闸建成后,在边墩、翼墙后回填土不久,出现了和翼墙外边缘基本平行的贯穿铺盖、消力池和护坦的连续裂缝.为了预测裂缝的发展,结合工程实际条件,用FLAC3D[1] 软件进行了相关的数值模拟,取得了较好的效果.
【Abstract】 After the construction of the flood-discharge reservoir gate on YongDing River in Beijing,the soil backfill behind the wing-wall caused continual cracks in flood-gate soleplate For predicting the process of cracks,used FLAC 3D doing the relative numerical simulation,acquirement preferable result
【关键词】 滞洪水库退水闸;
差异沉降;
FLAC3D;
数值模拟;
【Key words】 flood-discharge reservoir gate; differential settlement; FLAC 3D; numerical simulation;
【Key words】 flood-discharge reservoir gate; differential settlement; FLAC 3D; numerical simulation;
- 【文献出处】 河南教育学院学报(自然科学版) ,Journal of Henan Institute of Education , 编辑部邮箱 ,2005年01期
- 【分类号】TV66
- 【被引频次】6
- 【下载频次】92