Technical Papers
Nov 7, 2014

Novel Approach for Health Monitoring of Earthen Embankments

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 3

Abstract

This paper introduces a novel modular approach for the monitoring of desiccation-induced deterioration in earthen embankments (levees), which are typically used as flood-defense structures. The approach is based on the use of a combination of geotechnical and noninvasive geophysical probes for the continuous monitoring of the water content in the ground. The level of accuracy of the monitoring is adaptable to the available financial resources. The proposed methodology was used and validated on a recently built, 2-km-long river embankment in Galston (Scotland, United Kingdom). A suite of geotechnical probes was installed to monitor the seasonal variation of water content over a 2-year period. Most devices were calibrated in situ. A novel procedure to extrapolate the value of water content from the geotechnical and geophysical probes at any point of the embankment is shown. Desiccation fissuring degrades the resistance of embankments against several failure mechanisms. An index of susceptibility is proposed here. The index is a useful tool to assess the health state of the structure and prioritize remedial interventions.

Get full access to this article

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

Acknowledgments

This research was carried out within the project “Long Term Deterioration of Flood Embankments” funded by the Scottish Executive and by Grant 0708 from the Institution of Civil Engineers (ICE) Research and Development Enabling Fund. Mr. Marco Secondi is thanked for his help in setting out the instrumentation and acquiring and managing the database from the field. Ms. Chiara Grisanti is thanked for contributing to Figs. 9, 10, and 15.

References

Allsop, W., et al. (2007). “Failure mechanisms for flood defence structures.” Research Rep. T04-06-01, FLOODsite Consortium, HR Wallingford, Oxfordshire, U.K.
Andersen, G. R., Chouinard, L. E., Bouvier, C., and Back, W. E. (1999). “Ranking procedure on maintenance tasks for monitoring of embankment dams.” J. Geotech. Geoenviron. Eng., 247–259.
ASCE/EWRI Task Committee on Dam/Levee Breaching. (2011). “Earthen embankment breaching.” J. Hydraul. Eng., 1549–1564.
ASTM. (2013). “Standard specification for woven wire test sieve cloth and test sieves.” E11, West Conshohocken, PA.
Aubeny, C. P., and Lytton, R. L. (2004). “Shallow slides in compacted high plasticity clay slopes.” J. Geotech. Geoenviron. Eng., 717–727.
Charles, J. A. (2008). “The engineering behaviour of fill materials: The use, misuse and disuse of case histories.” Géotechnique, 58(7), 541–570.
Cooling, L. F., and Marsland, A. (1954). “Soil mechanics studies of failures in the sea defence banks of Essex and Kent.” Proc., Conf. on the North Sea Floods of 31 January/1 February, 1953: A Collection of Papers Presented at the Institution in December 1953, Institution of Civil Engineers (ICE), London, 58–73.
Costa, S., Kodikara, J., and Shannon, B. (2013). “Salient factors controlling desiccation cracking of clay in laboratory experiments.” Géotechnique, 63(1), 18–29.
D’Elisio, C. (2007). “Breaching of sea dikes initiated by wave overtopping: A tiered and modular modeling approach.” Ph.D. thesis, Univ. of Braunschweig, Braunschweig, Germany, and Univ. of Florence, Florence, Italy.
De Vita, P., Di Maio, R., and Piegari, E. (2012). “A study of the correlation between electrical resistivity and matric suction for unsaturated ash-fall pyroclastic soils in the Campania region (southern Italy).” Environ. Earth Sci., 67(3), 787–798.
Di Maio, R., and Piegari, E. (2011). “Water storage mapping of pyroclastic covers through electrical resistivity measurements.” J. Appl. Geophys., 75(2), 196–202.
Dyer, M., Utili, S., and Zielinski, M. (2009). “Field survey of desiccation fissuring of flood embankments.” Proc. Inst. Civ. Eng. Water Manage., 162(3), 221–232.
Environment Agency. (2006). “Condition assessment manual.” Rep. DR 166_03_SD01, Bristol, U.K.
GF Instruments. (2011). “Short guide for electromagnetic conductivity survey.” 〈http://www.gfinstruments.cz/version_cz/downloads/CMD_Short_guide-2013.pdf〉 (Apr. 15, 2014).
GiD [Computer software]. Barcelona, Spain, International Center for Numerical Methods in Engineering.
Hayley, K., Bentley, L. R., Gharibi, M., and Nightingale, M. (2007). “Low temperature dependence of electrical resistivity: Implications for near surface geophysical monitoring.” Geophys. Res. Lett., 34(18), L18402.
Highways Agency. (2006). Manual of contract documents for highway works: Specification for highway works, Vol. 1, Birmingham, U.K. 〈http://www.dft.gov.uk/ha/standards/mchw/vol1/pdfs/series_0600.pdf〉 (Apr. 9, 2014).
International Center for Numerical Methods in Engineering. (2014). “GiD reference manual.” 〈http://www.gidhome.com/whats-gid〉 (Feb. 21, 2013).
Keller, G. V., and Frischknecht, F. C. (1966). Electrical methods in geophysical prospecting, Pergamon Press, Oxford, U.K.
Konrad, J.-M., and Ayad, R. (1997). “Desiccation of a sensitive clay: Field experimental observations.” Can. Geotech. J., 34(6), 929–942.
Marsland, A., and Cooling, L. F. (1958). “Tests on full scale clay flood bank to study seepage and the effects of overtopping.” Internal Rep. No. C562, Building Research Station, Watford, U.K.
Milly, P., Wetherald, R., Dunne, K., and Delworth, T. (2002). “Increasing risk of great floods in a changing climate.” Nature, 415(6871), 514–517.
Morris, M., Dyer, M., Smith, P., Falkingham, J., and Simms, J. (2007). “Management of flood defences.” R&D Rep. FD2411, Defra/Environment Agency (EA), London.
Muñoz-Castelblanco, J. A., Pereira, J. M., Delage, P., and Cui, Y. J. (2012a). “The influence of changes in water content on the electrical resistivity of a natural unsaturated loess.” Geotech. Test. J., 35(1), 11–17.
Muñoz-Castelblanco, J. A., Pereira, J. M., Delage, P., and Cui, Y. J. (2012b). “The water retention properties of a natural unsaturated loess from northern France.” Géotechnique, 62(2), 95–106.
Perry, J., Pedley, M., and Reid, M. (2001). “Infrastructure embankment: Condition appraisal and remedial treatment.” CIRIA Rep. C550, Construction Industry Research and Information Association (CIRIA), London.
Rodriguez, R., Sanchez, M., Ledesma, A., and Lloret, A. (2007). “Experimental and numerical analysis of desiccation of a mining waste.” Can. Geotech. J., 44(6), 644–658.
Shin, H., and Santamarina, J. C. (2011). “Desiccation cracks in saturated fine-grained soils: Particle level phenomena and effective stress analysis.” Géotechnique, 61(11), 961–972.
Smethurst, J. A., Clarke, D., and Powrie, W. (2012). “Factors controlling the seasonal variation in soil water content and pore water pressures within a lightly vegetated clay slope.” Géotechnique, 62(5), 429–446.
Tang, C.-S., Cui, Y.-J., Shi, B., Tang, A.-M., and Liu, C. (2011). “Desiccation and cracking behaviour of clay layer from slurry state under wetting–drying cycles.” Geoderma, 166(1), 111–118.
Utili, S. (2013). “Investigation by limit analysis on the stability of slopes with cracks.” Géotechnique, 63(2), 140–154.
Wan, C. F., and Fell, R. (2004). “Investigation of rate erosion of soils in embankment dams.” J. Geotech. Geoenviron. Eng., 373–380.
Xu, C.-Y., and Singh, V. P. (2001). “Evaluation and generalization of temperature-based methods for calculating evaporation.” Hydrol. Processes, 15(2), 305–319.
Zhang, Z., Tao, M., and Morvant, M. (2005). “Cohesive slope surface failure and evaluation.” J. Geotech. Geoenviron. Eng., 898–906.
Zielinski, M. (2009). “Influence of desiccation fissuring on the stability of flood embankments.” Ph.D. thesis, Univ. of Strathclyde, Glasgow, U.K.
Zielinski, M., Sanchez, M., Romero, E., and Sentenac, P. (2011). “Assessment of water retention behaviour in compacted fills.” Proc. Inst. Civ. Eng. Geotech. Eng., 164(2), 139–148.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 141Issue 3March 2015

History

Received: Dec 30, 2013
Accepted: Sep 9, 2014
Published online: Nov 7, 2014
Published in print: Mar 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, School of Engineering, Univ. of Warwick, Coventry CV4 7AL, U.K.; formerly, Lecturer, Univ. of Oxford, Oxford OX1 3PJ, U.K.; formerly, Postdoctoral Research Fellow, Dept. of Civil Engineering, Univ. of Strathclyde, Glasgow G1 1XQ, U.K. (corresponding author). E-mail: [email protected]
R. Castellanza
Associate Professor, Dept. of Earth and Environmental Sciences, Univ. degli Studi di Milano-Bicocca, Milano 20126, Italy.
A. Galli
Assistant Professor, Dept. of Civil and Environmental Engineering, Politecnico di Milano, Milano 20133, Italy.
P. Sentenac
Lecturer, Dept. of Civil Engineering, Univ. of Strathclyde, Glasgow G1 1XQ, U.K.

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.

Cited by

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 Article
$35.00
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 Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share