Recently, artificially introducing gas/air into liquefiable soils has been presented as a method for reducing the risks from liquefaction. Although this method offers a simple and cheap solution, its use in practical applications is still very limited. This might be primarily ascribed to the concerns of practising engineers about the durability of gas/air bubbles in soils over time. This paper discusses the durability of entrapped air bubbles under various simulated field conditions that may potentially cause the dissolution, diffusion, compression and escape of air bubbles. Multiple series of 1g vertical sand column and high-g centrifuge tests were undertaken to provide insights into the problem. Air-induced partially saturated soils were prepared using an air-injection technique. The test results showed that the majority of entrapped air bubbles in soils can persist under several simulated field conditions for a sufficient period of time, indicating the long-term reliability of the mitigation accomplished.
Article navigation
May 2017
Research Article|
April 04 2017
Durability of partial saturation to counteract liquefaction Available to Purchase
Abdulhakim Zeybek, MSc;
Abdulhakim Zeybek, MSc
PhD Candidate
Department of Engineering, University of Cambridge, Cambridge, UK (corresponding author: az323@cam.ac.uk)
Search for other works by this author on:
Gopal Santana Phani Madabhushi, MTech, PhD (Cantab)
Gopal Santana Phani Madabhushi, MTech, PhD (Cantab)
Professor of Civil Engineering
Department of Engineering, University of Cambridge, Cambridge, UK
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
August 15 2016
Accepted:
March 09 2017
Online ISSN: 1755-0769
Print ISSN: 1755-0750
ICE Publishing: All rights reserved
2017
Proceedings of the Institution of Civil Engineers - Ground Improvement (2017) 170 (2): 102–111.
Article history
Received:
August 15 2016
Accepted:
March 09 2017
Citation
Zeybek A, Madabhushi GSP (2017), "Durability of partial saturation to counteract liquefaction". Proceedings of the Institution of Civil Engineers - Ground Improvement, Vol. 170 No. 2 pp. 102–111, doi: https://doi.org/10.1680/jgrim.16.00025
Download citation file:
Suggested Reading
Physical modelling of air injection to remediate liquefaction
International Journal of Physical Modelling in Geotechnics (March,2017)
Modelling of projectile penetration using transparent soils
International Journal of Physical Modelling in Geotechnics (September,2014)
Use of viscous pore fluids in dynamic centrifuge modelling
International Journal of Physical Modelling in Geotechnics (August,2015)
Influence of rigid base on damping of finite sand stratum
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (December,2009)
Assessment of a compaction indicator for oscillation rollers with a lumped parameter model
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (January,2020)
Related Chapters
Chapter 10 Specific Factor Models and Dynamics in International Trade
Contemporary and Emerging Issues in Trade Theory and Policy
Temporal Dynamics in Multiteam Systems: An Integrative Perspective for Future Research and Practice
Team Dynamics Over Time
Working Together Revisited
Research in Organizational Change and Development
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
