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1
Published in 2019 at "Computers and Geotechnics"
DOI: 10.1016/j.compgeo.2019.02.013
Abstract: Abstract This paper proposed an analytical method to study the mechanical behaviours of the existing tunnel due to new tunnelling below. The coefficient of subgrade reaction of the existing tunnel can be considered as a…
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Keywords:
tunnel;
method;
due new;
tunnel due ... See more keywords
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Published in 2018 at "Tunnelling and Underground Space Technology"
DOI: 10.1016/j.tust.2018.06.001
Abstract: Abstract With the development of urban subway, there are more projects of new subway construction below existing subway. The project is more challenging if the new subway is excavated below the existing subway with no…
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Keywords:
tunnel due;
without clearance;
existing tunnel;
responses existing ... See more keywords
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1
Published in 2021 at "International Journal of Geomechanics"
DOI: 10.1061/(asce)gm.1943-5622.0001948
Abstract: Abstract Pile driving is a complex dynamic process, which induces ground movement. The generated ground vibrations have considerable potential to damage the nearby structures and could lead to poss...
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Keywords:
nearby driving;
safety evaluation;
driving pile;
tunnel nearby ... See more keywords
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Published in 2021 at "International Journal of Geotechnical Engineering"
DOI: 10.1080/19386362.2021.1952800
Abstract: Behaviour of existing tunnel gets hugely affected by nearby construction activities, especially from deep excavation, which causes changes in the ground stresses. Such change in stress will affect ...
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Keywords:
behaviour existing;
tunnel due;
deep excavation;
existing tunnel ... See more keywords
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Published in 2020 at "Applied Sciences"
DOI: 10.3390/app10020608
Abstract: This paper studies the influence law of existing tunnels on the construction of intersecting new tunnels in a shallow slope burial context through 3D numerical analysis. The emphasis is on exploring the effect of new…
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Keywords:
numerical parametric;
tunnel;
excavation;
existing tunnel ... See more keywords
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2
Published in 2022 at "Symmetry"
DOI: 10.3390/sym14071462
Abstract: An analytical formulation involving residual force is proposed to predict the displacement of an existing structure by simplifying the tunnel as an infinite Euler–Bernoulli beam resting on a two-parameter Pasternak foundation. The feasibility is confirmed…
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Keywords:
force;
residual jacking;
existing tunnel;
jacking force ... See more keywords