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Statements

Subject Item
n2:RIV%2F00216208%3A11310%2F10%3A10081107%21RIV11-GA0-11310___
rdf:type
skos:Concept n19:Vysledek
dcterms:description
The paper demonstrates the application of a hypoplastic model in class A predictions of a NATM tunnel in an urban environment. The tunnel, excavated in a stiff clay, is 14 m wide with 6 m to 21 m of overburden thickness. The constitutive model was calibrated using laboratory data (oedometric and triaxial tests) and the parameters were optimised using monitoring data from an exploratory drift. Based on the optimised data set, the future tunnel was simulated. After the tunnel excavation, it could be concluded that the model predicted correctly surface settlements, surface horizontal displacements, and the distribution of vertical displacements with depth. It overpredicted horizontal displacements in the vicinity of the tunnel. The paper demonstrates the application of a hypoplastic model in class A predictions of a NATM tunnel in an urban environment. The tunnel, excavated in a stiff clay, is 14 m wide with 6 m to 21 m of overburden thickness. The constitutive model was calibrated using laboratory data (oedometric and triaxial tests) and the parameters were optimised using monitoring data from an exploratory drift. Based on the optimised data set, the future tunnel was simulated. After the tunnel excavation, it could be concluded that the model predicted correctly surface settlements, surface horizontal displacements, and the distribution of vertical displacements with depth. It overpredicted horizontal displacements in the vicinity of the tunnel.
dcterms:title
Class A predictions of a NATM tunnel in stiff clays Class A predictions of a NATM tunnel in stiff clays
skos:prefLabel
Class A predictions of a NATM tunnel in stiff clays Class A predictions of a NATM tunnel in stiff clays
skos:notation
RIV/00216208:11310/10:10081107!RIV11-GA0-11310___
n3:aktivita
n9:Z n9:S n9:P
n3:aktivity
P(GA205/08/0732), S, Z(MSM0021620855)
n3:cisloPeriodika
6
n3:dodaniDat
n14:2011
n3:domaciTvurceVysledku
n5:2814161 n5:8447721 n5:6661025
n3:druhVysledku
n11:J
n3:duvernostUdaju
n4:S
n3:entitaPredkladatele
n18:predkladatel
n3:idSjednocenehoVysledku
250885
n3:idVysledku
RIV/00216208:11310/10:10081107
n3:jazykVysledku
n15:eng
n3:klicovaSlova
hypolastic model; stiff clays; NATM tunnel; Class A predictions
n3:klicoveSlovo
n8:NATM%20tunnel n8:hypolastic%20model n8:Class%20A%20predictions n8:stiff%20clays
n3:kodStatuVydavatele
GB - Spojené království Velké Británie a Severního Irska
n3:kontrolniKodProRIV
[9881980CE844]
n3:nazevZdroje
Computers and Geotechnics
n3:obor
n16:JM
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n6:GA205%2F08%2F0732
n3:rokUplatneniVysledku
n14:2010
n3:svazekPeriodika
37
n3:tvurceVysledku
Mašín, David Svoboda, Tomáš Boháč, Jan
n3:wos
000281877700009
n3:zamer
n12:MSM0021620855
s:issn
0266-352X
s:numberOfPages
9
n17:organizacniJednotka
11310