Numerical Analysis of Laterally Loaded Single-Pile Behavior Affected by Urban Metro Tunnel
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s40098-019-00375-5.pdf
Reference31 articles.
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3. Liu H, Liao X, Zhang J et al (2011) Numerical analysis of bearing capacity of pile foundation due to urban metro tunneling. Contemporary topics on testing, modeling, and case studies of geomaterials, pavements, and tunnels. American Society of Civil Engineers, Reston, VA, pp 191–197
4. Lee CJ, Jacobsz SW (2006) The influence of tunnelling on adjacent piled foundations. Tunn Undergr Sp Technol 21:430
5. Meschke G, Ninić J, Stascheit J, Alsahly A (2013) Parallelized computational modeling of pile-soil interactions in mechanized tunneling. Eng Struct 47:35–44
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