用Pelzer法分析Lipovica大坝的稳定性

Tehnika Pub Date : 2023-01-01 DOI:10.5937/tehnika2304411b
V. Boskovic, Milutin Pejović, Branko Milovanovic
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引用次数: 0

摘要

本文的课题是应用Pelcer的变形分析程序来确定Lipovica大坝控制网点的变形。对高坝等工程结构进行大地测量的目的,在另一章作了简要说明。为此,本文介绍了Pelzer法确定变形的基本理论、算法和应用方法。除了实际确定位移的方法外,本文还描述了位移幅度最小值的相关理论,该最小值可以用大地测量方法“肯定”地确定。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analysis of the stability of the Lipovica dam using the Pelzer method
The topic of the paper refers to the application of Pelcer's deformation analysis procedure for the purpose of determining the deformations of the control network points of the Lipovica dam. The purpose of geodetic surveying of engineering structures such as high dams, in a concise manner, is given in a separate chapter. For this reason, the paper describes the basic theory of Pelzer's method of determining deformations, the algorithm and the method of application. In addition to the actual method of determining the displacement, the paper also describes the theory related to the minimum value of the magnitude of the displacement, which can be "certainly" determined using geodetic methods.
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