Shield tunneling-induced disturbance in soft soil
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering
Reference36 articles.
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2. Failure investigation at a collapsed deep excavation in very sensitive organic soft clay;Chen;J Perform Constr Facil,2015
3. Ground movement induced by parallel EPB tunnels in silty soils;Chen;Tunn Undergr Space Technol,2011
4. Analytical approach to predict tunneling-induced subsurface settlement in sand considering soil arching effect;Chen;Comput Geotech,2022
5. Investigation of the long-term settlement of a cut-and-cover metro tunnel in a soft deposit;Di;Eng Geol,2016
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1. Data-driven and physics-informed neural network for predicting tunnelling-induced ground deformation with sparse data of field measurement;Tunnelling and Underground Space Technology;2024-10
2. Optimization of pre-grouting construction and evaluation of grouting effect in a deeply buried silt-filled shield tunnel;Tunnelling and Underground Space Technology;2024-10
3. Longitudinal structural resilience of shield tunnel: Characterization and field application;Transportation Geotechnics;2024-09
4. Volume Loss Prediction for a Longitudinally Inclined Tunnel Face Advancement in Undrained Clay;Geotechnical and Geological Engineering;2024-03-18
5. Review of tunnels and tunnelling under unfavourable geological conditions;Geological Journal;2024-03-02
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