The impact of stress disturbance on undrained cyclic behaviour of a kaolin clay and settlement of tunnels under cyclic loading
Author:
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-021-01363-x.pdf
Reference38 articles.
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3. Chai JC, Miura N (2002) Traffic-load-induced permanent deformation of road on soft subsoil. J Geotech Geoenviron Eng 128(11):907–916. https://doi.org/10.1061/(Asce)1090-0241(2002)128:11(907)
4. Chen C, Zhou ZM, Kong LW, Zhang XW, Yin S (2018) Undrained dynamic behaviour of peaty organic soil under long-term cyclic loading, Part I: experimental investigation. Soil Dyn Earthq Eng 107:279–291. https://doi.org/10.1016/j.soildyn.2018.01.012
5. Cheng H, Chen R, Wu H, Meng F (2020) A simplified method for estimating the longitudinal and circumferential behaviors of the shield-driven tunnel adjacent to a braced excavation. Comp Geotech 123:103595. https://doi.org/10.1016/j.compgeo.2020.103595
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