Numerical Simulation of Site Deformation Induced by Shield Tunneling in Typical Upper-Soft-Lower-Hard Soil-Rock Composite Stratum Site of Changchun-Reference-Cited by-同舟云学术

Numerical Simulation of Site Deformation Induced by Shield Tunneling in Typical Upper-Soft-Lower-Hard Soil-Rock Composite Stratum Site of Changchun

Published:2020-07-31 Issue:10 Volume:24 Page:3156-3168
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Li Liyun^ORCID,Du Xiuli,Zhou Jing

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-020-0124-0.pdf

Reference45 articles.

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2. Attewell PB, Yeates J, Selby AR (1986) Soil movements induced by tunneling and their effects on pipelines and structures. Blackie & Son Ltd., Glasgow, Scotland, 10–50

3. Chen I, Rabczuk T, Bordas S, Liu GR, Zeng KY, Kefriden P (2012) Extended finite element method with edge-based strain smoothing (esm-xfem) for linear elastic crack growth. Computer Methods in Applied Mechanics and Engineering 209:250–265, DOI: https://doi.org/10.1016/j.cma.2011.08.013

4. Chen C, Zhao C, Wei G, Ding Z (2014) Prediction of soil settlement induced by double-line shield tunnel based on Peck formula. Rock and Soil Mechanics 35(8):2212–2218, DOI: https://doi.org/10.16285/j.rsm.2014.08.024 (in Chinese)

5. Corkum AG, Damjanac B, Lam T (2018) Variation of horizontal in situ stress with depth for long-term performance evaluation of Deep Geological Repository project access shaft. International Journal of Rock Mechanics and Mining Sciences 107:75–85, DOI: https://doi.org/10.1016/j.ijrmms.2018.04.035

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