This paper mainly studied the sluice pier of HeMianShi hydroelectric station.
本文是以合面狮水电站大坝的溢流坝闸墩为研究对象。
The sluice pier of the reservoir is a concrete structure of big volume with complex shape, force exerted and boundary condition.
某水库泄洪闸闸墩，为大体积的混凝土结构，体型、受力情况及边界条件都较复杂。
Firstly, according to a little existed data, various factors led to cracks of the sluice pier are discussed by a model based on linear three-dimensional FEM.
首先，从现有的少量资料出发，建立线弹性的三维有限元模型探讨闸墩裂缝产生的原因。
The concrete cracks in sluice pier wall of New Kaituo River were checked, and it was found that the temperature stress and shrink stress are the main reasons for cracks formation.
对新开沱河节制闸墩墙的裂缝进行了检测，分析认为温度应力及收缩应力是裂缝产生的主要原因。
The concrete cracks in sluice pier wall of New Kaituo River were checked, and it was found that the temperature stress and shrink stress are the main reasons for cracks formation.
对新开沱河节制闸墩墙的裂缝进行了检测，分析认为温度应力及收缩应力是裂缝产生的主要原因。
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