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Pile responses to side-by-side twin tunnelling in stiff clay: Effects of different tunnel depths relative to pile

  • Published:2017-04 Issue: Volume:84 Page:101-116
  • ISSN:0266-352X
  • Container-title:Computers and Geotechnics
  • language:en
  • Short-container-title:Computers and Geotechnics

Author:

Soomro M.A.,Ng C.W.W.,Liu K.,Memon N.A.

Funder

Quaid-e-Awam University of Engineering, Science & Technology, Sindh and Pakistan

Research Grants Council of the HKSAR

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference57 articles.

1. Earth pressure balance (EPB) tunneling induced settlements in the Tren Urbano Project, Rio Piedras, Puerto Rico;Abrams,2007

2. Permeability and stress–strain response of Speswhite Kaolin;Al-Tabbaa,1987

3. Effect of recent stress history on the stiffness of overconsolidated soil;Atkinson;Géotechnique,1990

4. Experimental determination of stress-strain-time characteristics in laboratory and in-situ tests;Atkinson,1991

5. Ground deformations resulting from shield tunnelling in London clay;Attewell;Can Geotech J,1974
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