Abstract
One method for mitigation of liquefaction is biogas desaturation, that is, to use gas generated biologically to make fully saturated sand slightly unsaturated. In this paper, the effectiveness of this method is evaluated using model tests. The biogas desaturation method generates tiny inert gas bubbles within liquefaction prone zone to increase the soil resistance to liquefaction. Results of models have shown that as the degree of saturation of the soil is controlled to be less than 90%, the generation of pore pressure in sand during cyclic loading is largely contained. Suggestions for the practical implementation of this method are also made. Methods to enhance the stability of the gas bubbles are also discussed.
Original language | English |
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Pages | 2681-2684 |
Number of pages | 4 |
Publication status | Published - 2017 |
Externally published | Yes |
Event | 19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017 - Seoul, Korea, Republic of Duration: Sept 17 2017 → Sept 22 2017 |
Conference
Conference | 19th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2017 |
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Country/Territory | Korea, Republic of |
City | Seoul |
Period | 9/17/17 → 9/22/17 |
Bibliographical note
Publisher Copyright:© 2017 19th ICSMGE Secretariat. All rights reserved.
ASJC Scopus Subject Areas
- Geotechnical Engineering and Engineering Geology
Keywords
- Bioclogging
- Biogas desaturation
- Biogas stability
- Liquefaction