Ground deformation induced by shield tunneling posture in soft soil
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction
Reference24 articles.
1. Numerical investigation of the effects of tunnelling on existing tunnels;Avgerinos;Géotechnique.,2017
2. Correlation between the kinematics of a tunnel boring machine and the observed soil displacements;Broere;Tunn. Undergr. Space Technol.,2017
3. Reliability assessment on stability of tunnelling perpendicularly beneath an existing tunnel considering spatial variabilities of rock mass properties;Chen;Tunn. Undergr. Space Technol.,2019
4. Kinematic behaviour of a tunnel boring machine in soft soil: theory and observations;Festa;Tunn. Undergr. Space Technol.,2015
5. Theoretical analysis of three-dimensional ground displacements induced by shield tunneling;Jin;App. Math. Model.,2019
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