Chapter
Jun 7, 2018
Geotechnical Earthquake Engineering and Soil Dynamics V

Ground Improvement Reinforcement Mechanisms Determined for the Mw7.8 Muisne, Ecuador, Earthquake

Publication: Geotechnical Earthquake Engineering and Soil Dynamics V: Liquefaction Triggering, Consequences, and Mitigation (GSP 290)

ABSTRACT

The 2016 Muisne, Ecuador, earthquake caused widespread soil liquefaction and structural damage as affected sites were subject to peak ground accelerations of greater than 0.4 g. Liquefaction was observed in the silty sand foundation soils adjacent to the recently constructed Briceño Bridge embankment site as evidenced by sand boils and liquefaction ejecta. However, the nearly 1 km long Briceño embankment, whose foundation materials were reinforced by relatively widely spaced rammed aggregate pier ground improvement elements, exhibited only minor damage after shaking. Post-earthquake data indicated that the ground improvement works provided densification of the SM foundation soils. This densification was not sufficient, however, to fully explain the stability of the embankment, an achievement that necessitates the presence of other stabilization mechanisms. This paper is of particular significance because it presents proposed stabilization methods that reach beyond densification in difficult to densify soils such as silty sands and sandy silts.

Get full access to this chapter

View all available purchase options and get full access to this chapter.

ACKNOWLEDGEMENTS

We thank Xavier Vera-Grunauer, CEO of Geoestudios in Guayaquil, Ecuador and a member of the GEER Reconnaissance team for providing valuable observations and insight that greatly assisted the research. We also thank Jorge Arroyo-Esqueda and Lake Carter, both with Geopier Foundation Company, for their valuable assistance in collecting and processing the field data presented herein.

REFERENCES

Farrell, T.M., Wallace, K., and Ho, J. (2010) “Liquefaction Mitigation of Three Projects in California,” Fifth International Conference on Recent Advances in Geotechnical Engineering and Soil Dynamics and Symposium in Honor of Professor I.M. Idriss, San Diego, California, May 24–29.
Green R.A., Olgun, C.G, and Wissmann, K.J. (2008). “Shear stress redistribution as a mechanism to mitigate the risk of liquefaction.” J. Geotechnical Earthquake. Engineering & Soil Dynamics, ASCE, IV GSP 181.
Handy, R.L, and D.J. White (2006). “Stress Zones Near Displacement Piers: Plastic and Liquefied Behavior.” ASCE. Journal of Geotechnical and Geoenvironmental Engineering. Vol. 132. No. 1. January 2006.
Idriss, I.M. and Boulanger, R.W. (2008) Soil Liquefaction During Earthquakes, Monograph MNO-12, Earthquake Engineering Research Institute, Oakland, CA, 261 pp.
Kramer, S.L. (1996) Geotechnical Earthquake Engineering, Prentice Hall, New Jersey, p. 374–375.
Majchrzak, M., Farrell, T. and Metcalfe, B. (2010) “Innovative Soil Reinforcement Method to Control Static and Seismic Settlements,” Contemporary Topics in Ground Modification, Problem Soils, and Geo-support. Geotechnical Special Publication No. 187. American Society of Civil Engineers (ASCE) Press, Reston, VA. pp. 313–320.
Mitchell, J.K., Baxter, C., and Munson, T.C. 1995. Soil Improvement for Earthquake Hazard Mitigation, 1995 ASCE National Convention, San Diego, California, U.S., GSP 49: 836–871.
Navin, M.P., Kim, M. and Filz, G.M. (2005) “Stability of embankments founded on deep-mixing columns: three-dimensional considerations,” 16thInternational Conference on Soil Mechanics and Geotechnical Engineering, Osaka, Japan.
Nikolaou, S. Vera-Grunauer, X., and Gilsanz, R. (2016). GEER-ATC Earthquake Reconnaissance, April 16, 2016, Muisne, Ecuador, GEER Association. Avail: https://doi.org/10.18118/G6F30N.
Rayamajhi, D., Nguyen, T.V., Ashford, S.A., Boulanger, R.W., Lu J., Elgamal, A., and Shao, L. (2012) “Effect of Discrete Columns on Shear Stress Distribution in Liquefiable Soil, GeoCongress 2012, Oakland, CA.
Saftner, D.A., Zheng, J., Green, R.A., Hryciw, R., and Wissmann, K. (2016) “Rammed aggregate pier installation effect on soil properties,” Proceedings of the Institution of Civil Engineers – Ground Improvement, Paper 1600021.
Salgado, R., Boulanger, R.W., and Mitchell, J.K. (1997) “Lateral Stress Effects on CPT Liquefaction Resistance Correlations,” Journal of Geotechnical and GeoEnvironmental Engineering, Vol. 123, No. 8, August 1997.
van Ballegooy, S., Wentz, R., Stokoe, K., Cox, B., and Meng, F. (2015). “Dynamic Testing of Shallow Ground Improvements using a Large Mobile Shaker,” 6thInternational Conference on Earthquake Geotechnical Engineering, 6ICEGE, Christchurch, New Zealand, Paper No. 694.
Vautherin, E., Lambert, C., Barry-Macaulay, D. and Smith, M. (2017) “Performance of Rammed Aggregate Piers as a soil densification method in sandy and silty soils: experience from the Christchurch rebuild,” 3rdInternational Conference on Performance-based Design in Earthquake Geotechnical Engineering (PBD-III), Vancouver, BC, Canada, Paper No. 215.
Wissmann, K.J., van Ballegooy, S., Metcalfe, B., Dismuke, J., and Anderson, C. (2015). “Rammed Aggregate Pier Ground Improvement as a Liquefaction Mitigation Method in Sandy and Silty Soils,” 6thInternational Conference on Earthquake Geotechnical Engineering, 6ICEGE, Christchurch, New Zealand, Paper No. 216.

Information & Authors

Information

Published In

Go to Geotechnical Earthquake Engineering and Soil Dynamics V
Geotechnical Earthquake Engineering and Soil Dynamics V: Liquefaction Triggering, Consequences, and Mitigation (GSP 290)
Pages: 286 - 295
Editors: Scott J. Brandenberg, Ph.D., University of California, Los Angeles, and Majid T. Manzari, Ph.D., George Washington University
ISBN (Online): 978-0-7844-8145-5

History

Published online: Jun 7, 2018

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Miriam E. Smith, Ph.D. [email protected]
P.E.
Lead Engineer, Geopier Foundation Company, 130 Harbour Place Dr., Suite 280, Davidson, NC 28036. E-mail: [email protected]
Kord J. Wissmann, Ph.D. [email protected]
P.E.
D.GE
President, Geopier Foundation Company, 130 Harbour Place Dr., Suite 280, Davidson, NC 28036. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$116.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$116.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share