| 混凝土防渗面板浆砌石重力墙堆石坝安全监测分析 |
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| 引用本文： | 陈松建,许淼.混凝土防渗面板浆砌石重力墙堆石坝安全监测分析[J].大坝与安全,2011(1):38-41. |
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| 作者姓名： | 陈松建 许淼 |
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| 作者单位： | 陈松建,CHEN Song-jian(松阳县东坞水库管理处,浙江,松阳,323400);许淼,XU Miao(杭州国电大坝安全工程有限公司,浙江,杭州,310030) |
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| 摘 要： | 根据浙江省某水库安全监测资料,分析了新建混凝土重力墙与原防渗面板缝隙变形规律,评价了增设混凝土重力墙和坝基采用帷幕等工程措施后大坝渗流状况,揭示了混凝土防渗面板浆砌石重力墙堆石坝渗流特点.
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| 关 键 词： | 混凝土防渗面板浆砌石重力墙堆石坝 坝基扬压力 渗漏量 缝隙变形 |
Analysis on monitoring of concrete impervious face-slab masonry gravity rockfill dam |
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| CHEN Song-jian,XU Miao.Analysis on monitoring of concrete impervious face-slab masonry gravity rockfill dam[J].Large Dam & Safety,2011(1):38-41. |
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| Authors: | CHEN Song-jian XU Miao |
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| Institution: | CHEN Song-jian and XU Miao Songyang County Water Conservancy Bureau |
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| Abstract: | According to monitoring data of a reservoir in Zhejiang province,the paper analyzed the new concrete gravity wall and deformation of the original impervious panel cracks.Further,seepage was evaluated after construction of concrete gravity wall and curtain grouting in dam foundation.It revealed the characteristics of seepage at concrete impervious face-slab masonry gravity rockfill dam. |
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| Keywords: | concrete impervious face-slab masonry gravity rockfill dam uplift pressure leakage crack deformation |
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