Laboratory Analysis of Carbon Dioxide Hydrate-Bearing Sands
Author:
Affiliation:
1. Geotechnical Engineer, Klohn Crippen Berger Ltd., Calgary AB, Canada T2E 7H7.
2. Associate Professor, Dept. of Civil Engineering, Univ. of Calgary, ENF 262, 2500 University Dr. NW, Calgary AB, Canada T2N 1N4.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282008%29134%3A4%28547%29
Reference19 articles.
1. Formation of gas hydrate from dissolved gas in natural porous media;Buffett B. A.;Arch. Fisiol,2000
2. Grozic J. L. H. and Kvalstad T. J. (2001). “Effect of gas on deepwater marine sediments.” XVth Int. Conf. on Soil Mechanics and Geotechnical Engineering 2289–2294.
3. Determination of synthetic hydrate content in sand specimens using dielectrics
4. Masui A. Hironori H. Yuiji O. and Kazuo A. (2005). “Effects of methane hydrate formation on shear strength of synthetic methane hydrate sediments.” ISOPE-2005 15th Int. Offshore and Polar Engineering Conf. Vol. 1 364–369.
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