Imperfect bonding effect on dynamic response of a non-circular lined tunnel subjected to shear waves-Reference-Cited by-同舟云学术

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Imperfect bonding effect on dynamic response of a non-circular lined tunnel subjected to shear waves

Published:2016-06 Issue: Volume:56 Page:226-231
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Fang Xue-Qian,Jin He-Xin,Liu Jin-Xi,Huang Ming-Juan

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference18 articles.

1. A semi-analytical elastic stress–displacement solution for notched circular openings in rocks;Exadaktylos;Int. J. Solids Struct.,2003

2. A closed-form elastic solution for stresses and displacements around tunnels;Exadaktylos;Int. J. Rock Mech. Min. Sci.,2002

3. Analytical solution for the excavation of circular tunnels in a visco-elastic Burger’s material under hydrostatic stress field;Fahimifar;Tunn. Undergr. Space Technol.,2010

4. Effect of imperfect bonding on axisymmetric elastodynamic response of a lined circular tunnel in poroelastic soil due to a moving ring load;Hasheminejad;Int. J. Solids Struct.,2009

5. Analytical solutions for stresses and displacements around tunnels driven in cross-anisotropic rocks;Hefny;Int. J. Num. Anal. Met.,1999

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