Semi-analytical solutions of three-dimensional ground movements due to shallow tunnelling
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference51 articles.
1. Predicting the dynamics of ground settlement and its derivatives caused by tunnelling in soil;Attewell;Ground. Eng.,1982
2. Predicting tunnelling-induced ground movements and interpreting field measurements using numerical analysis: Crossrail case study at Hyde Park;Avgerinos;Geotechnique,2018
3. Analytical solutions for shallow tunnels in saturated ground;Bobet;J. Eng. Mech.,2001
4. Errors in ground distortions due to settlement trough adjustment;Celestino;Tunn. Undergr. Sp. Tech.,2000
5. Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB;Chakeri;Tunn. Undergr. Sp. Tech.,2013
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1. Mechanical responses of underground carriageway structures due to construction of metro tunnels beneath the existing structure: A case study;Deep Underground Science and Engineering;2023-10-29
2. Influence of external insert angle on structural deformation of long pipe shed with shallow hole;Scientific Reports;2023-08-29
3. Experimental Study on the Soil–Structure Responses Induced by Tunnelling in Limited Space;Applied Sciences;2023-06-09
4. Influence of external insert Angle on structural deformation of long pipe shed with shallow hole;2023-05-17
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