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Time-domain analyses for pile deformation induced by adjacent excavation considering influences of viscoelastic mechanism

  • Published:2019-03 Issue: Volume:85 Page:392-405
  • ISSN:0886-7798
  • Container-title:Tunnelling and Underground Space Technology
  • language:en
  • Short-container-title:Tunnelling and Underground Space Technology

Author:

Zhang Zhiguo,Huang Maosong,Zhang Chengping,Jiang Kangming,Lu Minghao

Funder

National Natural Science Foundation of China

Project Program of Key Laboratory of Urban Underground Engineering of Ministry of Education

Project Program of State Key Laboratory for GeoMechanics and Deep Underground Engineering

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference39 articles.

1. Soil Movements Induced by Tunnelling and Their Effects on Pipelines and Structures;Attewell,1986

2. Effects of tunnelling on pile foundations;Basile;Soils Found.,2014

3. Engineering geology of Norwegian normally consolidated marine clays as related to settlements of buildings;Bjerrum;Géotechnique,1967

4. Pile responses caused by tunneling;Chen;ASCE J. Geotech. Geoenviron. Eng.,1999

5. Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils;Chen;Tunn. Undergr. Space Technol.,2016
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