Abstract
This keynote paper focuses on the long-term settlement (creeping) of highly compressible soils, considering also soft sludge. Long-term oedometer tests lasted up to 42 years and were performed on silty sand, (organic) clayey silt, peat and (pre-treated) sewage sludge. Secondary consolidation (creep) could be observed in all cases, lasting over many years and occurring widely linear with the logarithm of time. However, temporary acceleration may also be observed, indicating a discontinuous nature of internal deformations due to accelerated rearrangement in the fabric – mainly in very soft soils with peaty components. This long-term phase is followed by tertiary creeping with a long lasting fading out period. In both phases microcrystalline sliding occurs.
In addition to the laboratory tests results of comprehensive field measurements are summarized, showing the influence of different ground improvement methods on the creeping behaviour of highly compressible fine-grained soils (partly organic). Most data were collected from a highway junction with embankments on very soft, heterogeneous ground (locally 15 m deep and with a natural water content up to 1000%), constructed between 1972 and 1974, and monitored since. Different ground improvement methods were compared, disclosing details of primary, secondary and tertiary settlement: Deep dynamic compaction/consolidation (heavy tamping), vibro-flotation (piled embankments), temporary surcharge loading, and local combinations of the previous methods, including also vertical drains.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Brandl, H.: Research and development in geosynthetics engineering. In: Proceedings of 3rd International Conference of IGS, vol. 5, Vienna (1986)
Brandl, H.: Ground improvement and earthwork innovations for transportation infrastructure. In: Active Geotechnical Design in Infrastructure Development. XIII Danube-European Conference on Geotechnical Engineering, CIP-Ljubljana, vol. 1, pp. 217–232 (2006)
Budhu, M.: Soil Mechanics & Foundations. Wiley, New York (2000)
Buisman, A.S.K.: Results of long duration settlement observations. In: Proceedings of the 1st International Conference of the ISSMFE (International Society for Soil Mechanics and Foundation Engineering), Cambridge, vol. 1, pp. 103–106 (1936)
Das, B.M.: Principles of Geotechnical Engineering, 4th edn. PWS Publishing Company, Boston (1998)
Havel, F.: Creep in soft soils. Doctoral Thesis, Norwegian University of Science and Technology, Trondheim (2004)
Holtz, R.D., Kovacs, W.D.: An Introduction to Geotechnical Engineering. Prentice Hall, Englewood Cliffs (1981)
Sivakugan, N., Das, B.M.: Geotechnical Engineering. A Practical Problem Solving Approach. J. Ross Publishing, Fort Lauderdale (2010)
Terzaghi, K., Fröhlich, O.K.: Theorie der Setzung von Tonschichten. Franz Deuticke, Leipzig – Wien (1936)
Thurner, R., et al.: Vertikaldrainagen – Detallierte Bemessung, Vergleich mit Messdaten und Anwendung im großen Maßstab. In: 12th Austrian Geotechnical Conference, Vienna (2019)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Switzerland AG
About this paper
Cite this paper
Brandl, H. (2020). Long-Term Settlement (Creeping) of Soft Soils, and Ground Improvement. In: Shehata, H., Brandl, H., Bouassida, M., Sorour, T. (eds) Sustainable Thoughts in Ground Improvement and Soil Stability. GeoMEast 2019. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-030-34184-8_9
Download citation
DOI: https://doi.org/10.1007/978-3-030-34184-8_9
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-34183-1
Online ISBN: 978-3-030-34184-8
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)