Advertisement

Cluster Computing

, Volume 22, Supplement 2, pp 4767–4773 | Cite as

Finite element analysis based construction of foundation and foundation evaluation system of underground tunnel

  • Miao QuanEmail author
Article
  • 98 Downloads

Abstract

Dynamic compaction is one kind of foundation treatment method normally seen, and dynamic compaction will cause vibration wave to surrounding soil body to affect buildings in certain scope in soil body with different degrees. In order to improve effectiveness for geotechnical engineering analysis for underground tunnel foundation and foundation suitability analysis, dynamic compaction treatment method for foundation was adopted, and influence of dynamic compaction on pit tunnel in construction area was analyzed. Three-dimensional ANSYS/LS—DYNA finite element software was applied to stimulate tunnel vibration and stress and to review bearing capacity and crack width of tunnel structure.

Keywords

Underground tunnel Foundation Geotechnical engineering Suitability 

References

  1. 1.
    Faig, J.J., Moretti, A., Joseph, L.B., Zhang, Y., Nova, M.J., Smith, K., Uhrich, K.E.: Biodegradable kojic acid-based polymers: controlled delivery of bioactives for melanogenesis inhibition. Biomacromolecules 18(2), 363–373 (2017)CrossRefGoogle Scholar
  2. 2.
    Chan, J.W., Zhang, Y., Uhrich, K.E.: Amphiphilic macromolecule self-assembled monolayers suppress smooth muscle cell proliferation. Bioconjug. Chem. 26(7), 1359–1369 (2015)CrossRefGoogle Scholar
  3. 3.
    Zhao, Yijiu, Wang, Li, Wang, Houjun, Liu, Changjian: Minimum rate sampling and spectrum blind reconstruction in random equivalent sampling. Circuits Syst. Signal Process 34(8), 2667–2680 (2015)CrossRefGoogle Scholar

Copyright information

© Springer Science+Business Media, LLC, part of Springer Nature 2018

Authors and Affiliations

  1. 1.School of Civil EngineeringCentral South UniversityChangshaChina

Personalised recommendations