Skip to main content
Log in

Characterization of dredged sediments of Bouhanifia dam: potential use as a raw material

  • Original Paper
  • Published:
Arabian Journal of Geosciences Aims and scope Submit manuscript

Abstract

Dam silting has become a common problem due to the deleterious aspects that it generates, such as reducing both water quality (during turbid hydrodynamic events) and storage capacity of the reservoir. Various approaches of dam desilting have been undertaken to deal with this issue; however, the problem is far from being solved due to millions of cubic metres of sediments that are being trapped and not bypassing towards downstreams, which results in coastal erosion increment. This is particularly the case of the Bouhanifia dam in Algeria. So far, several geotechnical studies have been carried out aiming at evaluating this problem. The main objective of the current research study is the characterization of the dredged sediments of this dam for potential use as raw material to be harnessed for the construction industry. The valorization of the dam dredged sediments might include the mechanical stabilization in road construction, which reduces the excavation of natural qualified materials. The feasibility of using different fractions (5%, 10%, and 20%) of Bouhanifia dam dredged sediments as an admixture to the calcareous tuff which is a natural material usually applied in roads construction in Algeria is studied herein. A rough prediction of the long-term mechanical behaviour of the sediments and tuff is reported based on their physical, chemical, and mineralogical characteristics and short-term mechanical performance tests. The current study suggests the feasible use of tuff admixed sediments as embankment or subgrade materials; however, the long-term mechanical behaviour investigation of these materials is essential, and their mechanical stabilization is recommended to enhance their geomechanical behaviour as it is expected from the sediments to present lower strength when compared with the tuff.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

Data availability

Data transparency.

Code availability

Not applicable.

References

  • ASTM (2016) Standard test method for California bearing ratio (CBR) of laboratory-compacted soil. Standard D 1883. ASTM, west Conshohocken, USA

  • ASTM D422–63 (2007) e2, Standard test method for particle-size analysis of soils (Withdrawn 2016), ASTM International, West Conshohocken, PA, 2007, www.astm.org

  • ASTM D854–14 (2014) Standard test methods for specific gravity of soil solids by water pycnometer, ASTM International, West Conshohocken, PA, www.astm.org

  • ASTM D2419–14 (2014) Standard test method for sand equivalent value of soils and fine aggregate, ASTM International, West Conshohocken, PA, www.astm.org

  • ASTM D2974–20e1 (2020) Standard test methods for determining the water (moisture) content, ash content, and organic material of peat and other organic soils, ASTM International, West Conshohocken

  • ASTM C1777–20 (2020) Standard test method for rapid determination of the methylene blue value for fine aggregate or mineral filler using a colorimeter, ASTM International, West Conshohocken, www.astm.org

  • ASTM D4318–10e1 (2010) Standard test methods for liquid limit, plastic limit, and plasticity index of soils, ASTM International, West Conshohocken, www.astm.org

  • ASTM D4373–21 (2021) Standard test method for rapid determination of carbonate content of soils, ASTM International, West Conshohocken, www.astm.org

  • ASTM D1557–12 (2021) Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)), ASTM International, West Conshohocken, PA, 2021, www.astm.org

  • Benstaali I, Benayada L (2018) Bilan et variabilité temporelle des matières en suspension dans le bassin de la Macta : cas du sous bassin versant de Bou-Hanifia (Algérie du nord). Rev Sci Eau 30(3):199–211. https://doi.org/10.7202/1044247ar

    Article  Google Scholar 

  • Burton GA (2002) Sediment quality criteria in use around the world. Limnology 3(2):65–75. https://doi.org/10.1007/s102010200008

    Article  Google Scholar 

  • Ciantia MO, Hueckel T (2013) Weathering of submerged stressed calcarenites: chemo-mechanical coupling mechanisms. Géotechnique 63:768–785. https://doi.org/10.1680/geot.SIP13.P.024

    Article  Google Scholar 

  • Ciantia MO, Castellanza R, Crosta GB, Hueckel T (2015a) Effects of mineral suspension and dissolution on strength and compressibility of softcarbonate rocks. Engineering Geology, 18. Engineering Geology 184:1–18. https://doi.org/10.1016/j.enggeo.2014.10.024

  • Ciantia, M. O., Castellanza, R., & di Prisco, C. (2015b). Experimental Study on the Water Induced Weakening of Calcarenites.R ock Mechanics and Rock Engineering, 48(2), 441–461. https://doi.org/10.1007/s00603-014-0603-z

  • Cherblanc F, Berthonneau J, Bromblet P, Huon V (2016) Influence of water content on the mechanical behaviour of limestone: role of the clay minerals content. Rock Mech Rock Eng 49(6):2033–2042. https://doi.org/10.1007/s00603-015-0911-y

    Article  Google Scholar 

  • Chompoorat, T., & Likitlersuang, S. (2015). Assessment of shrinkage characteristic in blended cement and fly ash admixed soft clay. 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, ARC 2015: New Innovations and Sustainability, 311–316. https://doi.org/10.3208/jgssp.THA-01

  • Chompoorat T, Maikhun T, Likitlersuang S (2019) Cement-improved lake bed sedimentary soil for road construction. Proc Inst Civ Eng Ground Improv 172(3):192–201. https://doi.org/10.1680/jgrim.18.00076

    Article  Google Scholar 

  • Chompoorat T, Thanawong K, Likitlersuang S (2021a) Swell-shrink behaviour of cement with fly ash-stabilised lakebed sediment. Bull Eng Geol Environ 80(3):2617–2628. https://doi.org/10.1007/s10064-020-02069-2

    Article  Google Scholar 

  • Chompoorat T, Likitlersuang S, Sitthiawiruth S, Komolvilas V, Jamsawang P, Jongpradist P (2021b) Mechanical properties and microstructures of stabilised dredged expansive soil from coal mine. Geomech Eng 25(2):143–157. https://doi.org/10.12989/gae.2021.25.2.143

    Article  Google Scholar 

  • Chompoorat T, Thepumong T, Nuaklong P, Jongvivatsakul P, Likitlersuang S (2021c) Alkali-activated controlled low-strength material utilizing high-calcium fly ash and steel slag for use as pavement materials. J Mater Civ Eng 33(8):Article no. 04021178. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003798

  • Chompoorat T, Thepumong T, Taesinlapachai S, Likitlersuang S (2021d) Repurposing of stabilised dredged lakebed sediment in road base construction. J Soils Sediments 21(7):2719–2730. https://doi.org/10.1007/s11368-021-02974-3

    Article  Google Scholar 

  • Daheur EG, Goual I, Taibi S, Mitiche-Kettab R (2019) Effect of dune sand incorporation on the physical and mechanical behaviour of tuff: (experimental investigation). Geotech Geol Eng 37(3):1687–1701. https://doi.org/10.1007/s10706-018-0715-4

    Article  Google Scholar 

  • Eggleton J, Thomas KV (2004) A review of factors affecting the release and bioavailability of contaminants during sediment disturbance events. Environ Int 30(7):973–980. https://doi.org/10.1016/j.envint.2004.03.001

    Article  Google Scholar 

  • El Mahi A, Meddi M, Bravard JP (2012) Analyse du transport solide en suspension dans le bassin versant de l’Oued El Hammam (Algérie du Nord). Hydrol Sci J 57(8):1642–1661. https://doi.org/10.1080/02626667.2012.717700

    Article  Google Scholar 

  • Farrokhpay S, Ndlovu B, Bradshaw D (2016) Behaviour of swelling clays versus non-swelling clays in flotation. Miner Eng 96–97:59–66. https://doi.org/10.1016/j.mineng.2016.04.011

    Article  Google Scholar 

  • Garrett RG (2000) Natural sources of metals to the environment. Hum Ecol Risk Assess 6(6):945–963. https://doi.org/10.1080/10807030091124383

    Article  Google Scholar 

  • Gliz M, Remini B, Anteur D, Makhlouf M (2015) Vulnerability of soils in the watershed of Wadi El Hammam to water erosion (Algeria). J Water Land Dev 24(1–3):3–10. https://doi.org/10.1515/jwld-2015-0001

    Article  Google Scholar 

  • Gtr (2000) Réalisation des remblais et des couches de forme. 102

  • Huggett JM (2019) Clay Minerals. Reference Module in Earth Systems and Environmental Sciences. https://doi.org/10.1016/b978-0-12-409548-9.11855-x

    Article  Google Scholar 

  • Idriss GOUAL (2012) Comportement mécanique et hydrique d’un mélange de tuf et de sable calcaire de la région de Laghouat. Application en construction routière. 257

  • Imane DD (2013) L’Envasement dans Les Barrages de l’ Algérie. Silt Dams Algeria 1:415–418

    Google Scholar 

  • Jamsawang P, Charoensil S, Namjan T, Jongpradist P, Likitlersuang S (2020) Mechanical and microstructural properties of dredged sediments treated with cement and fly ash for use as road materials. Road Mater Pave Des 1–25. https://doi.org/10.1080/14680629.2020.1772349

  • Kazi Aoual-Benslafa F, Ameur M, Mekerta B, Semcha A (2014) Caractérisation des sédiments de dragage du barrage de Bouhanifia pour une réutilisation. 2008, 999–1006. https://doi.org/10.5150/jngcgc.2014.110

  • Kreirzti LK, Benamara L, Boudjenane NE (2019) Valorization of dredging sediments of dam BOUHNIFIA in ceramic. J Aust Ceram Soc 55(4):1081–1089. https://doi.org/10.1007/s41779-019-00321-x

    Article  Google Scholar 

  • Labiod Z, Remini B, Belaredj M (2004) Traitement de la vase du barrage de bouhanifia en vue de sa valorisation. Recherche 7–12

  • Leelarungroj K, Likitlersuang S, Chompoorat T, Janjaroen D (2018) Leaching mechanisms of heavy metals from fly ash stabilised soils. Waste Manag Res 36(7):616–623. https://doi.org/10.1177/0734242X18775494

    Article  Google Scholar 

  • Moon DH, Dermatas D, Menounou N (2004) Arsenic immobilization by calcium-arsenic precipitates in lime treated soils. Sci Total Environ 330:171–185

    Article  Google Scholar 

  • Nedloussi F, Benamara L, Ouhba K (2019) Utilisation des sédiments d’envasement de barrages comme matières premières locales dans la production des briques. Matér Tech 107(3):301. https://doi.org/10.1051/mattech/2019009

    Article  Google Scholar 

  • Redden GD, Li J, Leckie J (1998) Adsorption of UVI and citric acid on goethite, gibbsite, and kaolinite: comparing results for binary and ternary systems Adsorption of Metals by Geomedia Woodhead Publishing Limited https://doi.org/10.1016/b978-012384245-9/50014-1

  • SETRA and LCPC, 2000. Guide Technique. Réalisation des remblais et couch de forme. Fascicule 1. Principes généraux . D 9233-2, 211p

  • Schaefer VR, White DJ, Ceylan H, Stevens LJ (2008) Design guide for improved quality of roadway subgrades and subbases. Iowa Highway Research Board (IHRB Project TR-525), 7, 8–72

  • Taylor RK, Smith TJ (1986) The engineering geology of clay minerals: swelling, shrinking and mudrock breakdown. Clay Miner 21(3):235–260. https://doi.org/10.1180/claymin.1986.021.3.01

    Article  Google Scholar 

  • Wagner JF (2013) Mechanical properties of clays and clay minerals. In Developments in Clay Science (2nd ed., Vol. 5). Elsevier Ltd. https://doi.org/10.1016/B978-0-08-098258-8.00011-0

  • Yoobanpot N, Jamsawang P, Simarat P, Jongpradist P, Likitlersuang S (2020) Sustainable reuse of dredged sediments as pavement materials by cement and fly ash stabilization. J Soils Sediments 20(10):3807–3823. https://doi.org/10.1007/s11368-020-02635-x

    Article  Google Scholar 

Download references

Acknowledgements

This paper and the scientific research behind it would have never been possible without the support of the Laboratories of Public Works of Western Algeria and hydraulic technical control of Oran, as well as the Laboratories of Geotechnics and Sedimentology of the University of Coimbra and the Geotechnical laboratories of the University of Padova and the University of Sapienza, Italy. The authors are grateful for the kind help of the director and the staff members of Bouhanifia dam and EURL TPMM FIRST quarry, the technical staff of the civil engineering laboratory of USTO, Dr. Madi Wafa, Ms. Lefdja Soraya, Mr. Kheloufi Miloud, Mrs. Belkacem Nadia, Prof. Elsa Gomes, Mr. Eric Font, and Dr. Diego Sebastiani.

Funding

This research was sponsored by FEDER funds through the programme COMPETE “Programa Operacional Factores de Competitividade” and by national funds through FCT “Fundação para a Ciência e a Tecnologia” under the projects UIDB/00102/2020 and UIDB/00285/2020.

Author information

Authors and Affiliations

Authors

Contributions

All authors contributed to this scientific research including the preparation of the laboratory tests and the interpretation of the results; the collections of materials studied herein were made by Imene Abidi. The first draft of the manuscript was written by Imene Abidi, and all authors provided comments and corrections on previous versions of the manuscript. All authors read and approved the final manuscript.

Corresponding author

Correspondence to Imene Abidi.

Ethics declarations

Conflict of interest

The authors declare no competing interests.

Additional information

Responsible Editor: Zeynal Abiddin Erguler.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Abidi, I., Benamara, L., Correia, A.A.S. et al. Characterization of dredged sediments of Bouhanifia dam: potential use as a raw material. Arab J Geosci 14, 2631 (2021). https://doi.org/10.1007/s12517-021-08742-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12517-021-08742-4

Keywords

Navigation