The problem of credibility studies on deformations of engineering objects in the geologically unstable area of Szczecin
The location of reference points in deformation studies of engineering objects is often associated with low reliability of the obtained measurement results. This concerns the lack of proper diagnosis of the geological structure of the area. The reliability of deformation measurements is also low whe...
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doaj-ef5075ea209045249b3b4ba0e30e448e2021-03-02T07:34:15ZengEDP SciencesE3S Web of Conferences2267-12422018-01-01710001810.1051/e3sconf/20187100018e3sconf_cpsys18_00018The problem of credibility studies on deformations of engineering objects in the geologically unstable area of SzczecinZygmunt Marek0Cacoń Stefan1Piotrowski Andrzej2Stępień Grzegorz3Maritime University of Szczecin, Institute of GeoinformaticsMaritime University of Szczecin, Institute of GeoinformaticsPolish Geological Institute – National Research Institute, Pomeranian BranchMaritime University of Szczecin, Institute of GeoinformaticsThe location of reference points in deformation studies of engineering objects is often associated with low reliability of the obtained measurement results. This concerns the lack of proper diagnosis of the geological structure of the area. The reliability of deformation measurements is also low when we obtain data that only characterize the effects and not the cause-and-effects. The authors reviewed the influence of geological conditions on the formation of deformations of some engineering objects. The reference points were located in the immediate vicinity of the facilities, without taking into account the geological structure of the areas where the facilities were located. The proposed test method is based on a three-segment control and measurement system. An example of such considerations is the engineering facilities on the Grodzka and Ostrów Grabowski Island in the Szczecin area. The basic issue is to locate geologically stable areas in the vicinity of monitored engineering objects on the basis of geological substrate assessment and to analyse archival materials concerning periodical measurements of class 1 and 2 levelling lines in the Szczecin area. Reference points are located, which constitute the first segment of the control and measurement system. Subsequent segments of the system are organized with reference to the points of the first segment. This method provides reliable data on deformations of engineering objects.https://doi.org/10.1051/e3sconf/20187100018 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Zygmunt Marek Cacoń Stefan Piotrowski Andrzej Stępień Grzegorz |
spellingShingle |
Zygmunt Marek Cacoń Stefan Piotrowski Andrzej Stępień Grzegorz The problem of credibility studies on deformations of engineering objects in the geologically unstable area of Szczecin E3S Web of Conferences |
author_facet |
Zygmunt Marek Cacoń Stefan Piotrowski Andrzej Stępień Grzegorz |
author_sort |
Zygmunt Marek |
title |
The problem of credibility studies on deformations of engineering objects in the geologically unstable area of Szczecin |
title_short |
The problem of credibility studies on deformations of engineering objects in the geologically unstable area of Szczecin |
title_full |
The problem of credibility studies on deformations of engineering objects in the geologically unstable area of Szczecin |
title_fullStr |
The problem of credibility studies on deformations of engineering objects in the geologically unstable area of Szczecin |
title_full_unstemmed |
The problem of credibility studies on deformations of engineering objects in the geologically unstable area of Szczecin |
title_sort |
problem of credibility studies on deformations of engineering objects in the geologically unstable area of szczecin |
publisher |
EDP Sciences |
series |
E3S Web of Conferences |
issn |
2267-1242 |
publishDate |
2018-01-01 |
description |
The location of reference points in deformation studies of engineering objects is often associated with low reliability of the obtained measurement results. This concerns the lack of proper diagnosis of the geological structure of the area. The reliability of deformation measurements is also low when we obtain data that only characterize the effects and not the cause-and-effects. The authors reviewed the influence of geological conditions on the formation of deformations of some engineering objects. The reference points were located in the immediate vicinity of the facilities, without taking into account the geological structure of the areas where the facilities were located. The proposed test method is based on a three-segment control and measurement system. An example of such considerations is the engineering facilities on the Grodzka and Ostrów Grabowski Island in the Szczecin area. The basic issue is to locate geologically stable areas in the vicinity of monitored engineering objects on the basis of geological substrate assessment and to analyse archival materials concerning periodical measurements of class 1 and 2 levelling lines in the Szczecin area. Reference points are located, which constitute the first segment of the control and measurement system. Subsequent segments of the system are organized with reference to the points of the first segment. This method provides reliable data on deformations of engineering objects. |
url |
https://doi.org/10.1051/e3sconf/20187100018 |
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