Technical Papers
Feb 15, 2022

Water Balance of an Earth Fill Built of Compacted Clay: Field Data and Numerical Modeling

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 4

Abstract

With the aim of testing an alternative sealing system for noise protection embankments containing environmentally hazardous substances, a fill of compacted clay with organic and elevated arsenic content was tipped. The fill was extensively monitored to measure the water balance and seepage. Due to the low permeability of the soil, a simple capping, consisting of a geosynthetic drainage mat and a clayey top layer, was used. Measurements over a 10-year period demonstrate that the chosen capping system is very efficient in minimizing seepage from the core. The success is based on a high water retention capacity of the topsoil in combination with the capillary-breaking effect of the drainage mat. Numerical simulations of the water balance of the test fill indicated that the calculation results are very sensitive to the fineness of the finite-element mesh, the choice of the time steps, and the hydraulic properties of the drainage mat. After calibrating the hydraulic properties of the drainage mat using the measured data of the first 3 years, the measured water balance of the 10-year period could be reasonably predicted by the model. Differences between the measured and the calculated discharges from the drainage mat and the core material are attributed to heterogeneities of the materials in the field and to the hysteresis of the soil water retention curve not being considered in the model.

Get full access to this article

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

Data Availability Statement

All data and models, which support the findings of this study are available from the corresponding author upon reasonable request.

References

Adu-Wusu, C., E. K. Yanful, L. Lanteigne, and M. O’Kane. 2007. “Prediction of the water balance of two soil cover systems.” Geotech. Geol. Eng. 25 (2): 215–237. https://doi.org/10.1007/s10706-006-9106-3.
ASTM. 2017. Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM Standard D2487-17. West Conshohocken, PA: ASTM.
Benson, C. H., G. L. Bonhoff, P. Apinwantragoon, A. S. Ogorzalek, C. D. Shackelford, and W. H. Albright. 2004. “Comparison of model predictions and field data for an ET cover.” In Proc., Tailings and Mine Waste ’04, 137–142. Leiden, Netherlands: A.A. Balkema.
Beuth Verlag. 2011. Erd- und Grundbau—Bodenklassifikation für bautechnische Zwecke. DIN 18196:2011-05. Berlin: Beuth-Verlag.
Birle, E. 2011. “Geohydraulische Eigenschaften verdichteter Tone unter besonderer Berücksichtigung des ungesättigten Zustandes.” [Hydraulic behaviour of compacted clays with emphasis on the unsaturated state]. Ph.D. dissertation, Lehrstuhl und Prüfamt für Grundbau, Bodenmechanik, Felsmechanik und Tunnelbau, Technische Universität München.
Birle, E., M. Boso, and D. Heyer. 2010. “Investigation of the water flow in an embankment built of organic soil. Experimental results and large scale field test.” In Vol. 2 of Proc., 5th Int. Conf. on Unsaturated Soils, 1299–1304. Boca Raton, FL: CRC Press.
Birle, E., and D. Heyer. 2012. “Water balance of an earth fill built of slightly contaminated organic clay.” In GeoCongress 2012: State of Art and Practice in Geotechnical Engineering, Geotechincal Special Publication 225, edited by R. D. Hryciw, A. Athanasopoulos-Zekkos, and N. Yesiller, 3457–3466. Reston, VA: ASCE.
Birle, E., and D. Heyer. 2016. “Water balance of an earth fill built of organic clay.” In Vol. 9 of Proc., E3S Web of Conf. Les Ulis, France: EDP Sciences.
Bohnoff, G. L., A. S. Ogorzalek, C. H. Benson, C. D. Shackelford, and P. Apiwantragoon. 2009. “Field data and water-balance predictions for a monolithic cover in a semiarid climate.” J. Geotech. Geoenviron. Eng. 135 (3): 333–348. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:3(333).
Bouazza, A., J. G. Zornberg, J. S. McCartney, and H. Nahlawi. 2006. “Significance of unsaturated behaviour of geotextiles in earthen structures.” Aust. Geomech. 41 (3): 133–142.
Cui, Y. J., Y. B. Gao, and V. Ferber. 2010. “Simulating the water content and temperature changes in an experimental embankment using meteorological data.” Eng. Geol. 114 (3–4): 456–471. https://doi.org/10.1016/j.enggeo.2010.06.006.
Edlefsen, N. E., and A. B. C. Anderson. 1943. “Thermodynamics of soil moisture.” Hilgardia 15 (2): 31–298. https://doi.org/10.3733/hilg.v15n02p031.
Ekblad, J., and U. Isacsson. 2007. “Time-domain reflectometry measurements and soil-water characteristic curves of coarse granular materials used in road pavements.” Can. Geotech. J. 44 (7): 858–872. https://doi.org/10.1139/t07-024.
GEO-Slope. 2014. Vadose zone modeling with VADOSE/W. Calgary, AB, Canada: Geo-Slope International.
Hemmati, S., B. Gatmiri, Y.-J. Cui, and M. Vincent. 2012. “Thermo-hydro-mechanical modelling of soil settlements induced by soil-vegetation-atmosphere interactions.” Eng. Geol. 139–140 (Jun): 1–16. https://doi.org/10.1016/j.enggeo.2012.04.003.
Iryo, T., and R. K. Rowe. 2003. “On the hydraulic behavior of unsaturated nonwoven geotextiles.” Geotext. Geomembr. 21 (6): 381–404. https://doi.org/10.1016/S0266-1144(03)00046-3.
Kellermann-Kinner, C., M. Bürger, and T. Marks. 2016. Effizienz technischer Sicherungsmaßnahmen im Erdbau—Lysimeteruntersuchungen unter Laborbedingungen Teil 1. Bodenmaterial. [Efficiency of technical safety measures in earthworks—Lysimeter investigations under laboratory conditions Part 1. Soil material]. Bremen, Germany: Fachverlag NW, Bremen, Schriftenreihe der BASt Heft S 102.
Khire, M. V., C. H. Benson, and P. J. Bosscher. 1997. “Water balance modeling of earthen final covers.” J. Geotech. Geoenviron. Eng. 123 (8): 744–754. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:8(744).
Khire, M. V., C. H. Benson, and P. J. Bosscher. 1999. “Field data from a capillary barrier and model predictions with UNSATH-H.” J. Geotech. Geoenviron. Eng. 125 (6): 518–527. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(518).
Melsbach, M., C. Kellermann-Kinner, and E. Birle. 2020. “Modellierung des Wasserhaushalts von Straßenböschungen in Lysimetern.” [Modeling of the water balance of road embankments in lysimeters]. Geotechnik 43 (3): 173–185. https://doi.org/10.1002/gete.202000008.
Mijares, R. G., and M. V. Khire. 2012. “Field data and numerical modeling of water balance of lysimeter versus actual earthen cap.” J. Geotech. Geoenviron. Eng. 138 (8): 889–897. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000539.
Mualem, Y. 1976. “A new model for predicting the hydraulic conductivity of unsaturated porous media.” Water Resour. Res. 12 (3): 513–522. https://doi.org/10.1029/WR012i003p00513.
Ogorzalek, A., G. Bohnhoff, C. Shackelford, C. Benson, and P. Apiwantragoon. 2008. “Comparison of field data and water-balance predictions for a capillary barrier cover.” J. Geotech. Geoenviron. Eng. 134 (4): 470–486. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:4(470).
Penman, H. L. 1948. “Natural evaporation from open water, bare soil and grass.” Proc. R. Soc. London, Ser. A 193 (1032): 120–146. https://doi.org/10.1098/rspa.1948.0037.
Rajeev, P., D. Chan, and J. Kodikara. 2012. “Ground-atmosphere interaction modeling for long term prediction of soil moisture and temperature.” Can. Geotech. J. 49 (9): 1059–1073. https://doi.org/10.1139/t2012-068.
Saxton, K. E. 1982. “Mathematical modeling of evaporation on agricultural watersheds.” In Modeling components of the hydrologic cycle: Cited in GEO-Slope (2014), edited by V. P. Singh, 183–203. Littleton, CO: Water Resources Publications.
Song, Q., and E. K. Yanful. 2010. “Laboratory and numeric modeling of water balance in layered sloped soil cover with channel flow pathway over mine waste rock.” Environ. Earth Sci. 62 (1): 1–17. https://doi.org/10.1007/s12665-010-0488-4.
Stormont, J. C., K. S. Henry, and T. M. Evans. 1997. “Water retention functions of four nonwoven polypropylene geotextiles.” Geosynth. Int. 4 (6): 661–672. https://doi.org/10.1680/gein.4.0110.
Tratch, D. 1996. “Moisture uptake within the root zone.” M.Sc. thesis, Dept. of Civil Engineering, Univ. of Saskatchewan.
Van Genuchten, M. T. 1980. “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J. 44 (5): 892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x.
VDI (Verein Deutscher Ingenieure). 2010. “VDI-Richtlinie 4640 Blatt 1, Juni 2010.” In Thermische Nutzung des Untergrunds. Düsseldorf, Germany: VDI–Gesellschaft Energie und Umwelt.
Zhang, W., C. Sun, and Q. Qiu. 2016. “Characterizing of a capillary barrier evapotranspirative cover under high precipitation conditions.” Environ. Earth Sci. 75 (6): 513. https://doi.org/10.1007/s12665-015-5214-9.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 4April 2022

History

Received: May 11, 2021
Accepted: Dec 15, 2021
Published online: Feb 15, 2022
Published in print: Apr 1, 2022
Discussion open until: Jul 15, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Emanuel Birle, Ph.D. [email protected]
Senior Lecturer (“Akademischer Oberrat”), Chair of Soil Mechanics and Foundation Engineering, Rock Mechanics and Tunneling, Technical Univ. of Munich, Franz-Langinger-Str. 10, München 81245, Germany (corresponding author). Email: [email protected]
Elena von der Straten
Project Engineer, WIGES mbH, Blutenburgstr. 10, München 80636, Germany.
Project Engineer, BAUGRUND DRESDEN Ingenieurgesellschaft mbH, Kleiststr. 10a, Dresden 01129, Germany; formerly, Ph.D. Candidate, Chair of Soil Mechanics and Foundation Engineering, Rock Mechanics and Tunneling, Technical Univ. of Munich, Franz-Langinger-Str. 10, München 81245, Germany. ORCID: https://orcid.org/0000-0001-5645-4536

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 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