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Experimental study on surface settlements induced by sequential excavation of two parallel tunnels in drained granular soil

https://doi.org/10.1016/j.tust.2020.103347

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Outgoing claims: the papers this work cites, builds on, or argues with.

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Numerical Analysis of Tunnelling in Sand - A Case Study of a Centrifuge Test

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Modelling ground movements near a pressurised tunnel heading in drained granular soil

inferredcites →https://doi.org/10.1016/j.tust.2015.06.003openalex-snapshot

Twin tunnel excavation in coarse grained soils: Observations and numerical back-predictions under free field conditions and in presence of a surface structure

inferredcites →https://doi.org/10.1016/j.tust.2018.12.015openalex-snapshot

Explanation for twin tunnelling-induced surface settlements by changes in soil stiffness on account of stress history

inferredcites →https://doi.org/10.1061/(asce)1532-3641(2001)1:2(249)openalex-snapshot

Twin Tunnel Interaction: Surface and Subsurface Effects

inferredcites →https://doi.org/10.1061/9780784480038.016openalex-snapshot

The Effects of Relative Tunnel Depth and Volume Loss on Vertical Settlements above Tunnels in Dense Sands

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Investigating ground movements caused by the construction of multiple tunnels in soft ground using laboratory model tests

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Physical modeling in sand

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The effect of relative density on tunnelling-induced settlements – DEM simulations versus centrifuge test results

inferredcites →https://doi.org/10.1680/geng.14.00054openalex-snapshot

Twin-tunnelling-induced ground movements in clay

inferredcites →https://doi.org/10.1680/geot.1993.43.2.315openalex-snapshot

Subsurface settlement profiles above tunnels in clays

inferredcites →https://doi.org/10.1680/jgeenopenalex-snapshot

Proceedings of the ICE - Geotechnical Engineering

inferredcites →https://doi.org/10.3141/1814-12openalex-snapshot

Prediction of Settlement in Existing Tunnel Caused by the Second of Twin Tunnels

inferredcites →https://doi.org/10.3208/sandf.39.3_99openalex-snapshot

Observations of Ground Movements during Tunnel Construction by Slurry Shield Method at the Docklands Light Railway Lewisham Extension—East London

inferredcites →https://doi.org/10.3208/sandf.51.395openalex-snapshot

Behavior of Ground and Response of Existing Foundation Due to Tunneling

What points at this work

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