ADVANCED BACK ANALYSIS OF RETAINING STRUCTURES BASED ON HIGH PRECISION GEOMONITORING

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00220408" target="_blank" >RIV/68407700:21110/14:00220408 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.5593/sgem2014B12" target="_blank" >http://dx.doi.org/10.5593/sgem2014B12</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.5593/sgem2014B12" target="_blank" >10.5593/sgem2014B12</a>

Jazyk výsledku

angličtina

Název v původním jazyce

ADVANCED BACK ANALYSIS OF RETAINING STRUCTURES BASED ON HIGH PRECISION GEOMONITORING

Popis výsledku v původním jazyce

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, ifthe 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 forcesin 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. Errorscontained 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 o

Název v anglickém jazyce

ADVANCED BACK ANALYSIS OF RETAINING STRUCTURES BASED ON HIGH PRECISION GEOMONITORING

Popis výsledku anglicky

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, ifthe 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 forcesin 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. Errorscontained 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 o

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2014

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

SGEM2014 GeoConference Proceedings

ISBN

978-619-7105-08-7

ISSN

1314-2704

e-ISSN

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Počet stran výsledku

8

Strana od-do

25-32

Název nakladatele

International Multidisciplinary Scientific GeoConference SGEM

Místo vydání

Sofia

Místo konání akce

Bulharsko, Albena

Datum konání akce

17. 6. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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