Influence of lubricant fluids on swelling behaviour of Queenston shale in southern Ontario
Author:
Affiliation:
1. Civil and Environmental Engineering Department, Western University, London, ON N6A 3K7, Canada.
2. Geotechnical Research Centre, Western University, London, ON N6A 3K7, Canada.
Abstract
Publisher
Canadian Science Publishing
Subject
Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/cgj-2015-0300
Reference24 articles.
1. A Compilation of the Geo-Mechanical Properties of Rocks in Southern Ontario and the Neighbouring Regions
2. ASTM. 2008. Standard practices for preparing rock core as cylindrical test specimens and verifying conformance to dimensional and shape tolerances. ASTM standard D4543-08. ASTM International, West Conshohocken, Pa. 10.1520/D4543-08.
3. ASTM. 2010. Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. ASTM standard D2216-10. ASTM International, West Conshohocken, Pa. 10.1520/D2216-10.
4. ASTM. 2013. Standard test method for measurement of rate of absorption of water by hydraulic-cement concretes. ASTM standard C1585-13. West Conshohocken, Pa. 10.1520/C1585-13.
5. Rock squeeze at Thorold Tunnel
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3. Numerical modeling of time-dependent deformation and induced stresses in concrete pipes constructed in Queenston shale using micro-tunneling technique;Journal of Rock Mechanics and Geotechnical Engineering;2018-04
4. Influence of water and lubricant fluids on peak strength of Queenston shale from southern Ontario;Canadian Geotechnical Journal;2018-04
5. Depth of penetration of lubricant fluids and water in Queenston shale of southern Ontario;Canadian Geotechnical Journal;2017-02
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