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CENTRIFUGE MODEL TEST AND NUMERICAL ANALYSIS ON FACE STABILITY OF SHALLOW TUNNELS
Summary In this article, we report on model tests of shallow tunnel in a geotechnical centrifuge. The influence of the overburden on the required face support pressure, ground deformation, failure mechanism and surface settlement is investigated. Owing to small shear strain in pre-failure regime, high spatial resolution is needed in the instrumentation. The experimental results are then compared with the closed form solutions and a finite element analysis.
CENTRIFUGE MODEL TEST AND NUMERICAL ANALYSIS ON FACE STABILITY OF SHALLOW TUNNELS
Summary In this article, we report on model tests of shallow tunnel in a geotechnical centrifuge. The influence of the overburden on the required face support pressure, ground deformation, failure mechanism and surface settlement is investigated. Owing to small shear strain in pre-failure regime, high spatial resolution is needed in the instrumentation. The experimental results are then compared with the closed form solutions and a finite element analysis.
CENTRIFUGE MODEL TEST AND NUMERICAL ANALYSIS ON FACE STABILITY OF SHALLOW TUNNELS
Idinger, Gregor (Autor:in) / Aklik, Pelin (Autor:in) / Song, Xiaoyu (Autor:in) / Wu, Wei (Autor:in)
01.01.2011
4 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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