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Statements

Subject Item
n2:RIV%2F41192168%3A_____%2F13%3A%230000076%21RIV14-MPO-41192168
rdf:type
skos:Concept n8:Vysledek
rdfs:seeAlso
http://www.scientific-publications.net/download/materials-methods-and-technologies-2013-1.pdf
dcterms:description
Results of precise monitoring provided in two parallel lines using the sliding micrometre were used for back-analysis to determine moment, shear force and superimposed lateral stresses distribution acting on the wall. The method of back analysis will be presented in the paper together with the recent development of the application of BOTDA (Brillouin Optical Time Domain Analysis) for geotechnical structures to innovate the way of above instrumentation. The present trial version of the developed software for back analysis brings benefits in detailed knowledge of distribution of actual internal forces in the structure on the construction site, which can be compared with those calculated at the design stage Results of precise monitoring provided in two parallel lines using the sliding micrometre were used for back-analysis to determine moment, shear force and superimposed lateral stresses distribution acting on the wall. The method of back analysis will be presented in the paper together with the recent development of the application of BOTDA (Brillouin Optical Time Domain Analysis) for geotechnical structures to innovate the way of above instrumentation. The present trial version of the developed software for back analysis brings benefits in detailed knowledge of distribution of actual internal forces in the structure on the construction site, which can be compared with those calculated at the design stage Results of precise monitoring provided in two parallel lines using the sliding micrometre were used for back-analysis to determine moment, shear force and superimposed lateral stresses distribution acting on the wall. The method of back analysis will be presented in the paper together with the recent development of the application of BOTDA (Brillouin Optical Time Domain Analysis) for geotechnical structures to innovate the way of above instrumentation. The present trial version of the developed software for back analysis brings benefits in detailed knowledge of distribution of actual internal forces in the structure on the construction site, which can be compared with those calculated at the design stage
dcterms:title
Selected methods of monitoring and back analysis of pile and diaphragm walls Selected methods of monitoring and back analysis of pile and diaphragm walls Selected methods of monitoring and back analysis of pile and diaphragm walls
skos:prefLabel
Selected methods of monitoring and back analysis of pile and diaphragm walls Selected methods of monitoring and back analysis of pile and diaphragm walls Selected methods of monitoring and back analysis of pile and diaphragm walls
skos:notation
RIV/41192168:_____/13:#0000076!RIV14-MPO-41192168
n8:predkladatel
n9:ico%3A41192168
n4:aktivita
n7:P
n4:aktivity
P(FR-TI3/609)
n4:cisloPeriodika
1
n4:dodaniDat
n12:2014
n4:domaciTvurceVysledku
n17:2878135
n4:druhVysledku
n19:J
n4:duvernostUdaju
n18:S
n4:entitaPredkladatele
n16:predkladatel
n4:idSjednocenehoVysledku
104493
n4:idVysledku
RIV/41192168:_____/13:#0000076
n4:jazykVysledku
n15:cze
n4:klicovaSlova
retaining structures; geotechnical monitoring; internal forces; back analysis; fibre optics; BOTDA
n4:klicoveSlovo
n10:internal%20forces n10:BOTDA n10:geotechnical%20monitoring n10:retaining%20structures n10:back%20analysis n10:fibre%20optics
n4:kodStatuVydavatele
BG - Bulharská republika
n4:kontrolniKodProRIV
[1F1B273B55F5]
n4:nazevZdroje
Journal of International Scientific Publications: Materials, Methods and Technology, Info Invest Ltd
n4:obor
n11:JM
n4:pocetDomacichTvurcuVysledku
1
n4:pocetTvurcuVysledku
4
n4:projekt
n14:FR-TI3%2F609
n4:rokUplatneniVysledku
n12:2013
n4:tvurceVysledku
Kozel, Miroslav Záleský, Marek Čápová, Kristýna Záleský, Jan
s:issn
1313-2539
s:numberOfPages
15