Numerical Simulation of Deep Excavation Considering Strain-Dependent Behavior of Soil: A Case Study of Tangluo Street Station of Nanjing Metro
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40999-022-00755-8.pdf
Reference25 articles.
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2. Yang F, Cao SR, Qin G (2018) Performance of the prestressed composite lining of a tunnel: case study of the yellow river crossing tunnel. Int J Civil Eng 16(2A):229–241. https://doi.org/10.1007/s40999-016-0124-0
3. Scholey GK, Frost JD, Lopresti CF, Jamiolkowski M (1995) A review of instrumentation for measuring small strains during triaxial testing of soil specimens. Geotech Test J 18(2):137–156
4. Jardine RJ, Potts DM, Fourie AB, Burland JB (1986) Studies of the influence of nonlinear stress-strain characteristics in soil-structure interaction. Géotechnique 36(3):377–396. https://doi.org/10.1680/geot.1986.36.3.377
5. Mair RJ (1993) Developments in geotechnical engineering research-application to tunnels and deep excavations. Proc Inst Civil Eng-Civil Eng 97(1):27–41
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