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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F14%3A00220408%21RIV15-MSM-21110___
rdf:type
skos:Concept n18:Vysledek
dcterms:description
Geotechnical monitoring is implemented in cases of important structures proposed in the geologically complex environment, which is difficult to describe or predict the behavior. Readings are usually displacements or deformations and or anchor forces, if the structure is anchored. These data are then compared with the project. The measured deformations do not give an idea of the stresses in the structure. For a successful assessment of the structural design is appropriate to estimate the internal forces in the structure or estimate of the total load. Analysis of internal forces and the total load on the structure, however, is usually not carried out due to the difficulties associated with limited, although high precision measurement methods used. Errors contained in measured values cause due to large bending stiffness of retaining structure significant variations of values of directly calculated loads. The subject of this paper is a proposal of the method of calculation of an estimate of the total load on the structure based on measured deformations with highly accurate methods of geotechnical monitoring. This method is suitable for reverse engineering structures where substantial additional measurements in the vicinity of the structure is not performed or their explanatory power is low due to the considerable heterogeneity of the environment or unforeseen effects of water pressure. Making the FEM model in this case is hard to complete or not possible and definitely not efficient. The principal points that needed to be overcome in the design of methods are: - Typification of appropriate structures for the analysis and its generalizations, - Appropriate interpretation of measured structural deformation, - Proposal of governing equations and effective actions to eliminate the influence of measurement errors on the resulting internal forces and structural loads. Geotechnical monitoring is implemented in cases of important structures proposed in the geologically complex environment, which is difficult to describe or predict the behavior. Readings are usually displacements or deformations and or anchor forces, if the structure is anchored. These data are then compared with the project. The measured deformations do not give an idea of the stresses in the structure. For a successful assessment of the structural design is appropriate to estimate the internal forces in the structure or estimate of the total load. Analysis of internal forces and the total load on the structure, however, is usually not carried out due to the difficulties associated with limited, although high precision measurement methods used. Errors contained in measured values cause due to large bending stiffness of retaining structure significant variations of values of directly calculated loads. The subject of this paper is a proposal of the method of calculation of an estimate of the total load on the structure based on measured deformations with highly accurate methods of geotechnical monitoring. This method is suitable for reverse engineering structures where substantial additional measurements in the vicinity of the structure is not performed or their explanatory power is low due to the considerable heterogeneity of the environment or unforeseen effects of water pressure. Making the FEM model in this case is hard to complete or not possible and definitely not efficient. The principal points that needed to be overcome in the design of methods are: - Typification of appropriate structures for the analysis and its generalizations, - Appropriate interpretation of measured structural deformation, - Proposal of governing equations and effective actions to eliminate the influence of measurement errors on the resulting internal forces and structural loads.
dcterms:title
ADVANCED BACK ANALYSIS OF RETAINING STRUCTURES BASED ON HIGH PRECISION GEOMONITORING ADVANCED BACK ANALYSIS OF RETAINING STRUCTURES BASED ON HIGH PRECISION GEOMONITORING
skos:prefLabel
ADVANCED BACK ANALYSIS OF RETAINING STRUCTURES BASED ON HIGH PRECISION GEOMONITORING ADVANCED BACK ANALYSIS OF RETAINING STRUCTURES BASED ON HIGH PRECISION GEOMONITORING
skos:notation
RIV/68407700:21110/14:00220408!RIV15-MSM-21110___
n3:aktivita
n5:I
n3:aktivity
I
n3:dodaniDat
n12:2015
n3:domaciTvurceVysledku
n8:9097791 n8:2455846
n3:druhVysledku
n19:D
n3:duvernostUdaju
n13:S
n3:entitaPredkladatele
n10:predkladatel
n3:idSjednocenehoVysledku
1723
n3:idVysledku
RIV/68407700:21110/14:00220408
n3:jazykVysledku
n21:eng
n3:klicovaSlova
monitoring; back analysis; retaining wall; internal forces; loads
n3:klicoveSlovo
n6:back%20analysis n6:retaining%20wall n6:loads n6:internal%20forces n6:monitoring
n3:kontrolniKodProRIV
[CCFFEBA5CD84]
n3:mistoKonaniAkce
Bulharsko, Albena
n3:mistoVydani
Sofia
n3:nazevZdroje
SGEM2014 GeoConference Proceedings
n3:obor
n15:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
2
n3:rokUplatneniVysledku
n12:2014
n3:tvurceVysledku
Záleský, Jan Kozel, Miroslav
n3:typAkce
n17:WRD
n3:zahajeniAkce
2014-06-17+02:00
s:issn
1314-2704
s:numberOfPages
8
n20:doi
10.5593/sgem2014B12
n4:hasPublisher
International Multidisciplinary Scientific GeoConference SGEM
n16:isbn
978-619-7105-08-7
n14:organizacniJednotka
21110