New Extended Approach to Borehole Dilatometer Tests Back Analysis
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F09%3A00161900" target="_blank" >RIV/68407700:21110/09:00161900 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
New Extended Approach to Borehole Dilatometer Tests Back Analysis
Popis výsledku v původním jazyce
We propose a new approach to dilatometer measurements evaluation. Dilatometer measurements in boreholes with cylindrical probe are frequently used as one method of rock massif deformation properties characteristics in geotechnical investigation in tunnelling. In the standard evaluation linear elastic material with infinite deformation zone is assumed. The proposed evaluation is based on analytical solution, which describes the stress state around the borehole with respect to plastic radius and range ofdeformation zone. The new approach is presented with use of data measured during the geotechnical investigation for Brenner Base Tunnel (Austria / Italy). A parametric study was carried out in order to estimate the range of plastic radius and deformationzone extent.
Název v anglickém jazyce
New Extended Approach to Borehole Dilatometer Tests Back Analysis
Popis výsledku anglicky
We propose a new approach to dilatometer measurements evaluation. Dilatometer measurements in boreholes with cylindrical probe are frequently used as one method of rock massif deformation properties characteristics in geotechnical investigation in tunnelling. In the standard evaluation linear elastic material with infinite deformation zone is assumed. The proposed evaluation is based on analytical solution, which describes the stress state around the borehole with respect to plastic radius and range ofdeformation zone. The new approach is presented with use of data measured during the geotechnical investigation for Brenner Base Tunnel (Austria / Italy). A parametric study was carried out in order to estimate the range of plastic radius and deformationzone extent.
Klasifikace
Druh
O - Ostatní výsledky
CEP obor
JN - Stavebnictví
OECD FORD obor
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Návaznosti výsledku
Projekt
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Návaznosti
Z - Vyzkumny zamer (s odkazem do CEZ)
Ostatní
Rok uplatnění
2009
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů