Numerical modeling of time-dependent deformation and induced stresses in concrete pipes constructed in Queenston shale using micro-tunneling technique-Reference-Cited by-同舟云学术

Numerical modeling of time-dependent deformation and induced stresses in concrete pipes constructed in Queenston shale using micro-tunneling technique

Published:2018-04 Issue:2 Volume:10 Page:290-309
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Al-Maamori Hayder Mohammed Salim,El Naggar M. Hesham,Micic Silvana

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

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3. Depth of penetration of lubricant fluids and water in Queenston shale of southern Ontario;Al-Maamori;Canadian Geotechnical Journal,2017

4. Investigation of time-dependent behaviour of micro-tunneling construction in Queenston shale;Al-Maamori,2016

5. Failure mode and weakening effect of water on sandstone;Baud;Journal of Geophysical Research,2000

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