Effect of anisotropy and hydro-mechanical couplings on pore pressure evolution during tunnel excavation in low-permeability ground-Reference-Cited by-同舟云学术

Effect of anisotropy and hydro-mechanical couplings on pore pressure evolution during tunnel excavation in low-permeability ground

Published:2017-09 Issue: Volume:97 Page:1-14
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Guayacán-Carrillo Lina-María,Ghabezloo Siavash,Sulem Jean,Seyedi Darius M.,Armand Gilles

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference54 articles.

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3. Complete in situ stress determination in an argillite sedimentary formation;Wileveau;J Phys Chem Earth.,2007

4. Geometry and properties of the excavation induced fractures at the Meuse/Haute-Marne URL drifts;Armand;Rock Mech Rock Eng.,2014

5. Analysis of long-term anisotropic convergence in drifts excavated in Callovo-Oxfordian Claystone;Guayacán-Carrillo;Rock Mech Rock Eng.,2016

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