Eighth International Conference on Case Histories in Geotechnical Engineering
Primary and Post-Surcharge Secondary Settlements of a Highway Embankment Constructed over Highly Organic Soils: A Case History
Publication: Geo-Congress 2019: Embankments, Dams, and Slopes (GSP 305)
ABSTRACT
A new segment of U.S. Highway 14 was constructed over highly organic clay near Nicollet, Minnesota, by using prefabricated vertical drains and surcharging in 2016. The highly compressible soils were predicted to settle 3 feet at the maximum fill area over the duration of 2 to 3 years. During the design phase, coefficient of consolidation (cv) values obtained from 1-D consolidation tests were used to estimate the time-rate of settlement curve. The estimated primary settlement (Sp) of the embankment was about 37 inches after 6 months of surcharging. Nonetheless, a back-analysis using permeability change index (Ck), which has the advantage of representing decrease in permeability due to decrease in void ratio, was performed to model the primary settlement response of the highly organic soils. The computed settlement and pore water pressure show a good agreement with the field data. After the removal of surcharge, the post-surcharge settlement behavior, including rebound and compression, were continuously measured and recorded for more than a year. By using laboratory secondary compression index (Cα) and post-surcharge secondary compression indices (C'α and C"α) derived from the field data, the projection of embankment performance over the pavement design life was made.
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REFERENCES
Lamb, R.A., Chow, L. C. and Bentler, J. G. (2018) “US Highway 14 embankment over soft soils – success with ground improvement and modern instrumentation.” 66th Annual Geotechnical Engineering Conference, University of Minnesota, St. Paul, MN, 117-126.
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Information & Authors
Information
Published In
Geo-Congress 2019: Embankments, Dams, and Slopes (GSP 305)
Pages: 109 - 118
Editors: Christopher L. Meehan, Ph.D., University of Delaware, Sanjeev Kumar, Ph.D., Southern Illinois University Carbondale, Miguel A. Pando, Ph.D., University of North Carolina Charlotte, and Joseph T. Coe, Ph.D., Temple University
ISBN (Online): 978-0-7844-8207-0
Copyright
© 2019 American Society of Civil Engineers.
History
Published online: Mar 21, 2019
ASCE Technical Topics:
- Case studies
- Continuum mechanics
- Dynamics (solid mechanics)
- Embankment (transportation)
- Engineering fundamentals
- Engineering mechanics
- Field tests
- Geomechanics
- Geotechnical engineering
- Highway and road management
- Highway and road structures
- Highway transportation
- Highways and roads
- Infrastructure
- Methodology (by type)
- Permeability (soil)
- Pressure (type)
- Research methods (by type)
- Soil compression
- Soil dynamics
- Soil mechanics
- Soil properties
- Soil settlement
- Solid mechanics
- Tests (by type)
- Transportation engineering
- Water pressure
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