Influence of Static and Repeated Surface Surcharge Loadings on Tunnel Displacement Considering Small-Strain Stiffness of Soft Clay
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-023-0593-z.pdf
Reference20 articles.
1. Callisto L, Rampello S (2002) Shear strength and small-strain stiffness of a natural clay under general stress conditions. Géotechnique 52(8):547–560, DOI: https://doi.org/10.1680/geot.2002.52.8.547
2. Du DC, Dias D, Do N (2020) Effect of surcharge loading on horseshoe-shaped tunnels excavated in saturated soft rocks. Journal of Rock Mechanics and Geotechnical Engineering 12(6):1339–1346, DOI: https://doi.org/10.1016/j.jrmge.2020.08.001
3. Huang HW, Shao H, Zhang DM, Wang F (2017) Deformational responses of operated shield tunnel to extreme surcharge: A case study. Structure and Infrastructure Engineering 13(3):345–360, DOI: https://doi.org/10.1080/15732479.2016.1170156
4. Huang HW, Zhang DM (2016) Resilience analysis of shield tunnel lining under extreme surcharge: Characterization and field application. Tunnelling and Underground Space Technology 51:301–312, DOI: https://doi.org/10.1016/j.tust.2015.10.044
5. Huang Z, Zhang H, Fu HL, Ma SK, Liu Y (2020) Deformation response induced by surcharge loading above shallow shield tunnels in soft soil. KSCE Journal of Civil Engineering 24(8):2533–2545, DOI: https://doi.org/10.1007/s12205-020-0404-8
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