ADVANCED BACK ANALYSIS OF RETAINING STRUCTURES BASED ON HIGH PRECISION GEOMONITORING

Result code in 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>
Result on the web
<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>

Result language
angličtina
Original language name
ADVANCED BACK ANALYSIS OF RETAINING STRUCTURES BASED ON HIGH PRECISION GEOMONITORING
Original language 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, 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
Czech name
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Czech description
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Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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