Correlation among Underlying Rock, Footing Masonry and Technical Conditions of Historical Monuments
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00312771" target="_blank" >RIV/68407700:21110/17:00312771 - isvavai.cz</a>
Výsledek na webu
<a href="http://dx.doi.org/10.5593/sgem2017/12/S02.024" target="_blank" >http://dx.doi.org/10.5593/sgem2017/12/S02.024</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.5593/sgem2017/12/S02.024" target="_blank" >10.5593/sgem2017/12/S02.024</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Correlation among Underlying Rock, Footing Masonry and Technical Conditions of Historical Monuments
Popis výsledku v původním jazyce
The condition of underlying rock and footing masonry affects significantly technical condition of historical monuments. The caused subsidence may affect the origin of construction cracks, which may directly influence its stability. These impacts are mostly indirect and they are difficult to identify due to information lack. Footing masonry and long-term changes in the underlying rock are hidden underneath existing ground and floor level. If records related to foundations do exist, they are frequently fragmental. Monitoring can be source of information due to direct outputs and data describing footing masonry and subsoil conditions. Examples of monitoring instrumentation and gained results, determination of conditions of masonry together with principles of monitoring applied in the project focused on the Broumov Group of Churches are presented in the paper. Within the monitoring instrumentation, Fibre Bragg Gratings monitoring technology has been used and is described in the paper as well.
Název v anglickém jazyce
Correlation among Underlying Rock, Footing Masonry and Technical Conditions of Historical Monuments
Popis výsledku anglicky
The condition of underlying rock and footing masonry affects significantly technical condition of historical monuments. The caused subsidence may affect the origin of construction cracks, which may directly influence its stability. These impacts are mostly indirect and they are difficult to identify due to information lack. Footing masonry and long-term changes in the underlying rock are hidden underneath existing ground and floor level. If records related to foundations do exist, they are frequently fragmental. Monitoring can be source of information due to direct outputs and data describing footing masonry and subsoil conditions. Examples of monitoring instrumentation and gained results, determination of conditions of masonry together with principles of monitoring applied in the project focused on the Broumov Group of Churches are presented in the paper. Within the monitoring instrumentation, Fibre Bragg Gratings monitoring technology has been used and is described in the paper as well.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
—
Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2017
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Hydrogeology, Engineering Geology and Geotechnics
ISBN
978-619-7105-99-5
ISSN
1314-2704
e-ISSN
—
Počet stran výsledku
8
Strana od-do
183-190
Název nakladatele
STEF92 Technology Ltd.
Místo vydání
Sofia
Místo konání akce
Albena
Datum konání akce
27. 6. 2017
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—