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Monitoring the deformation and strain analysis on the Ataturk Dam, Turkey

机译:监测土耳其阿塔图尔克大坝的变形和应变分析

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ABSTRACT Every man-made structure creates certain risks?????¢????????dams are no exception. Most failures in man-made structures that have occurred could have been avoided if the structures?¢???? behaviour had been inspected, monitored, and analyzed continuously, and if proper corrective measures had been taken in a timely fashion. The DSI (The General Directorate of State Hydraulic Works), which is the institution responsible for dam safety, has long used surveying methods to measure the displacements of geodetic points as a part of dam monitoring policy. In this study, we focus on the dam's mechanical behaviour throughout a time period of more than 10????years. These study results have been derived from a separate, ongoing project that has monitored deformation on the Ataturk Dam and is now determining the water level of the reservoir. The project results show that although the dam body has become more stable and the water load behind the dam has increased, the rate of displacement of the dam has declined significantly. From these results, it can be seen that the reservoir water level can be increased evenly over time and that 542????m is the maximum water level of the dam's reservoir.
机译:摘要每个人造结构都会带来一定的风险。水坝也不例外。如果人造结构发生故障,大多数故障可以避免。已对行为进行了检查,监视和连续分析,并且是否及时采取了适当的纠正措施。大坝安全机构DSI(国家水利工程总局)长期以来一直使用测量方法来测量大地测量点的位移,这是大坝监测政策的一部分。在这项研究中,我们重点研究了大坝在超过10年的时间内的力学行为。这些研究结果来自一个单独的正在进行的项目,该项目监视了阿塔图尔克大坝的变形,目前正在确定水库的水位。工程结果表明,尽管坝体变得更加稳定,并且坝后的水负荷增加了,但坝的位移率却大大下降了。从这些结果可以看出,水库水位可以随时间平均增加,并且542?m是大坝水库的最大水位。

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