Skip to main content
Log in

Enhancement of Clay–Sand Liners Using Crushed Limestone Powder for Better Fluid Control

  • Research Article - Earth Sciences
  • Published:
Arabian Journal for Science and Engineering Aims and scope Submit manuscript

Abstract

Tunnel boring machine (TBM)-crushed limestone material is a fine powder obtained during tunnel excavations. This material is proposed for use as smart filler in clay–sand liners, which include highly plastic clay and are typically used in waste containment applications and other fields. Replacing a part of bentonite in these liners with an inert, low plasticity material is an efficient way of controlling the compressibility and reducing the swelling index. The objective of this study was to test the water retention capacity under various mixture conditions. The soil–water characteristic curves for mixtures consisting of sand and 15% clay were investigated with regard to three main proportions: clay mixture consisting of one-third of TBM powder and two-thirds of bentonite, clay mixture consisting of two-thirds of TBM powder and one-third of bentonite, and a mixture consisting of only sand and bentonite. The geotechnical properties exhibited a clear improvement in the compressibility and swellability of the clay–sand liner owing to the addition of TBM-crushed limestone filler. The clay–sand mixtures were enhanced by adding crushed filler and could seal off the pores and voids, retain a satisfactory hydraulic conductivity, and prevent or minimize the flow through the layer. Scanning electron microscopy and X-ray investigations were performed for the TBM limestone powder material mixed with commercial bentonite.

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
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14

Similar content being viewed by others

Data availability

All data related to this manuscript are available upon request.

References

  1. Kwan, J.C.T.; Jardine, F.M.: Ground engineering spoil: practices of disposal and reuse. Eng. Geol. 53, 161–166 (1999)

    Article  Google Scholar 

  2. Berdal, T.: Use of excavated rock material from TBM tunneling for concrete proportioning. Master thesis, Department of Structural Engineering Faculty of Engineering Science and Technology, NTNU-Norwegian University of Science and Technology (2017)

  3. Hong, C.: Global Tunnel Boring Machine (TBM) Industry Research Report, WGR1616894, Hong Chun, 120, Changsha, China (2017)

  4. Ar Riyadh Development Authority: Riyadh gets ready for hosting the most modern public transport network in the region. Tatweer Magazine, Issue 67 (2018) (in Arabic)

  5. Gertsch, L.; Fjeld, A.; Nilsen, B.; Gertsch, R.: Use of TBM muck as construction material. Tunnel. Undergr. Space Technol. 15(4), 379–402 (2000)

    Article  Google Scholar 

  6. Dafalla, M.A.; Al-Mahbashi, A.: Effect of adding natural clay on the water retention curve of sand-bentonite mixtures. In: Khalili, Russell, Khoshghalb, (eds.) Unsaturated Soils: Research and Applications. Taylor and Francis Group, London (2014). ISBN 978-1-138-00150-3

    Google Scholar 

  7. Benson, C; Boutwell, G.: Compaction control and scale-dependent hydraulic conductivity of clay liners. In: Proceedings of the 15th Annual Madison Waste Conference, Madison, WI, USA, pp. 62–83 (1992)

  8. Danial, D.E.: Geotechnical Practice for Waste Water Disposal, 1st edn. Chapman & Hall, London (1993)

    Book  Google Scholar 

  9. Mollins, L.; Stewart, D.; Cousens, T.: Predicting the Hydraulic conductivity of sand-bentonite mixtures. Clay Miner. 31, 243–252 (1996)

    Article  Google Scholar 

  10. Al-Rawas, A.A.; Mohamedzein, Y.E.A.; Al-Shabibi, A.S.; Al-Katheiri, S.: Sand–attapulgite clay mixtures as a landfill liner. Geotech. Geol. Eng. 24, 1365–1383 (2006). https://doi.org/10.1007/s10706-005-2214-7

    Article  Google Scholar 

  11. Dafalla, M.A.: Effects of clay and moisture content on direct shear tests for clay–sand mixtures. Adv. Mater. Sci. Eng. 2013, 1–8 (2013). (Article ID 562726)

    Article  Google Scholar 

  12. Iravanian, A.: Hydro-mechanical properties of compacted sand-bentonite mixtures enhanced with cement. A thesis submitted for the degree of Doctor of philosophy. Eastern Mediterranean University, Gazimağusa, North Cyprus (2015)

  13. Consoli, N.; de Moraes, R.; Festugato, L.: Parameters controlling tensile and compressive strength of fiber-reinforced cemented soil. J. Mater. Civ. Eng. 25(10), 1568–1573 (2013)

    Article  Google Scholar 

  14. Mukherjee, K.; Mishra, A.K.: Hydro-mechanical properties of sand-bentonite-glass fiber composite for landfill application. KSCE J Civ Eng 23, 4631 (2019). https://doi.org/10.1007/s12205-019-2015-9

    Article  Google Scholar 

  15. Dafalla, M.A.: The compressibility and swell of mixtures for sand–clay liners. Adv. Mater. Sci. Eng. 2017, 9 (2017). (Article ID 3181794)

    Article  Google Scholar 

  16. American Society for Testing Materials (ASTM): ASTM D2487-11 2012, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). Annual book of ASTM Standards, vol. 15.09, ASTM International, West Conshohocken, PA, USA (2012)

  17. American Society for Testing Materials (ASTM): ASTM D698-12e1, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort. ASTM International, West Conshohocken, PA, USA (2012)

  18. American Society for Testing Materials (ASTM): ASTM D2435-96, Standard Test Method for One-Dimensional Consolidation Properties of Soils. Annual book of ASTM International, West Conshohocken, PA, USA (2012)

  19. American Society for Testing Materials (ASTM): ASTM D4546-96 2012, Standard Test Methods for One-Dimensional Swell or Settlement Potential of Cohesive Soils. Annual book of ASTM Standards, vol. 04.08. ASTM, Philadelphia, PA, USA (2012)

  20. Dafalla, M.A.: Efficiency of sand clay liners in controlling subsurface water flow. In: Engineering Geology for Society and Territory-Volume 3: River Basins, Reservoir Sedimentation and Water Resources, pp. 497–499 (2014)

    Google Scholar 

  21. American Society for Testing Materials (ASTM): ASTM D6836-02 (2008), Standard Test Methods for Determination of the Soil Water Characteristic Curve for Desorption Using a Hanging Column, Pressure Extractor, Chilled Mirror Hygrometer, and/or Centrifuge, ASTM International, West Conshohocken, PA, USA (2008)

  22. Fredlund, D.G.; Xing, A.; Huang, S.: Predicting the permeability function for unsaturated soil using the soil–water characteristic curve. Can. Geotech. J. 31, 533–546 (1994)

    Article  Google Scholar 

  23. Dafalla, M.A.; Mutaz, E.: Study of the mineralogical changes of clay due to cement and lime addition using X ray diffraction technique. Res. J. Appl. Sci. Eng. Technol. 4(19), 3746–3754 (2012)

    Google Scholar 

Download references

Acknowledgements

The authors extend their appreciation to the Deanship of Scientific Research at King Saud University for funding this study through Research Project Grant No. R5-16-03-08.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Muawia Dafalla.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Alnuaim, A., Dafalla, M. & Al-Mahbashi, A. Enhancement of Clay–Sand Liners Using Crushed Limestone Powder for Better Fluid Control. Arab J Sci Eng 45, 367–380 (2020). https://doi.org/10.1007/s13369-019-04258-y

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s13369-019-04258-y

Keywords

Navigation