Asymmetric Soil Arching Effect Under Abrupt Topographic Change in Elevation: Numerical and Analytical Analyses of Shield Tunnelling Across Two Orthogonal Steep Hillslopes
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Publisher
Elsevier BV
Reference31 articles.
1. An analytical model to predict the limit support pressure on a deep shield tunnel face;R Chen;Comput. Geotech,2019
2. Soil arching effect associated with ground movement and stress transfer adjacent to braced excavation in clayey ground;R Chen;J. Geotech. Geoenviron. Eng,2023
3. An improved 3D wedge-prism model for the face stability analysis of the shield tunnel in cohesionless soils;R Chen;Acta Geotech,2015
4. Centrifuge modeling of downward soil arching below excavation base in dry sand;R Chen;J. Geotech. Geoenviron. Eng,2024
5. Evolution of the soil arching effect in a pile-supported embankment considering the influence of particle breakage;R Chen;Int. J. Geomech,2023
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