文章摘要
梁 桂 萍.石膏山水库拱坝应力计算和稳定分析Journal of Water Resources and Water Engineering[J].,2012,23(4):154-157
石膏山水库拱坝应力计算和稳定分析
Stress calculation and stability analysis of arch dam at Shigaoshan reservoir
Received:March 02, 2012  Revised:April 19, 2012
DOI:
中文关键词: 单曲拱坝  应力计算  稳定分析  拱梁分载法  有限元法
英文关键词: single curvature arch dam  stress calculation  stability analysis  the arch-cantilever method  finite element method
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Author NameAffiliation
LIANG Guiping Shanxi Investigation and Design Research Institute of Water Resources and Hydropower, Taiyuan 030024, China [KH*3D] 
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中文摘要:
      分别采用拱梁分载法(四向调整)和三维有限元法对石膏山混凝土拱坝进行了5种工况的应力计算分析。根据计算结果提出坝体封拱灌浆分三个区域:坝体高程1119.0m以下为一区,封拱温度为14.3℃;坝体高程1119.0~1130.0m为二区,封拱温度为12℃;坝体高程1130.0m以上为三区,封拱温度为6.5℃。
英文摘要:
      Based on arch-cantilever method and 3D finite element method, the stress of Shigaoshan concrete arch dam was analyzed under 5conditions. According to the calculation results, the dam body is divided into 3zones on the basis of closing arch for grouting:the dam body under the elevation of 1119.0m is zone 1, the joint closure temperature is 14.3℃; the elevation of the dam body between 1119.0to1130.0meters was zone 2, the joint closure temperature is 12℃; the dam body above the elevation 1130.0m is zone 3, the joint closure temperature is 6.5℃.
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