ESTIMATION OF BENCHMARK’S STABILITY BY ADJUSTMENT OF FREE GEODETIC ELEVATION BASE NETWORK
Abstract
The paper presents a procedure to estimate benchmark’s stability by adjustment of free geodetic elevation base network. The changes of adjusted heigh by software “ CBSC1” for free networks consisted 3,4,5 benchmarks are 0.1-0.2 mm when to compare this method with a method one benchmark is unchanged in height and method the mean of heigh for benchmark group is unchanged . So, we can use this method for estimation of benchmark’s stability when to measure settlement for engineering constructions.
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Published
2010-08-16
Issue
Section
ARTILES
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