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Long-term behaviour of embankment dams: seven Greek dams

机译:堤坝的长期行为:七个希腊水坝

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摘要

The long-term deformation of embankment dams is one of the key safety issues. Mechanisms affecting the post-construction deformation of embankment dams are briefly described. The long-term deformation of seven large Greek dams is presented by examining the crest deformations. The older dams have attained a nearly constant rate of deformation that is very small. More than 100 years are required in order for the crest settlements to reach the design camber, and in some cases many hundreds of years. The crest deformations differ for each dam, but some patterns are identified for similar dams. Factors that influence the deformations include the materials of construction, the core location, the valley geometry and the reservoir fluctuations. Of particular interest are the horizontal crest deflections for dams with central cores, where movements towards upstream are occasionally observed.
机译:堤坝的长期变形是关键的安全问题之一。简要描述了影响堤坝施工后变形的机理。通过检查波峰变形,可以得出七个希腊大坝的长期变形。旧水坝的变形率几乎恒定,非常小。为了使波峰沉降到达设计外倾角,需要100多年的时间,有时甚至需要数百年。每个坝的波峰变形都不同,但是对于相似的坝,也可以识别出一些模式。影响变形的因素包括构造材料,岩心位置,谷底几何形状和储层波动。特别令人感兴趣的是具有中心核心的大坝的水平波峰偏斜,在该处偶尔会观察到向上游的运动。

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