Analytical study on the suitability of using bentonite coated gravel as a landfill liner material

Anel A. Roberts, Takayuki Shimaoka

Research output: Contribution to journalArticle

14 Citations (Scopus)

Abstract

This study investigates the feasibility of using bentonite coated gravel (BCG) as a liner material for waste landfills. BCG has proven to be a very effective capping material/method for the remediation of contaminated sediments in aquatic environments. The concept of BCG is similar to that of peanuts/almonds covered with chocolate; each aggregate particle has been covered with the clayey material. Laboratory tests were aimed at evaluating regulated and non-regulated factors for liner materials, i.e., permeability and strength. Tests included X-ray diffraction, methylene blue absorption, compaction, free swelling, permeability, 1D consolidation, triaxial compression and cone penetration. The compactive efforts used for this study were the reduced Proctor, standard Proctor, intermediate Proctor, modified Proctor and super modified Proctor. The compactive energy corresponding to each effort, respectively, is as follows: 355.5, 592.3, 1196.3, 2693.3, and 5386.4 kJ/m3. Results revealed that even though aggregate content represents 70% of the weight of the material, hydraulic conductivities as low as 6 × 10-10 cm/s can be achieved when proper compactive efforts are used. Compressibility is very low for this material even at low (or no) compactive efforts. Results also demonstrated how higher compactive efforts can lower the permeability of BCG; however, over-compaction creates fractures in the aggregate core of BCG that could increase permeability. Moreover, higher compactive efforts create higher swelling pressures that could compromise the performance of a barrier constructed using BCG. As a result of this study, moderate compactive efforts, i.e., intermediate Proctor or modified Proctor, are recommended for constructing a BCG barrier. Using moderate compactive efforts, very low hydraulic conductivities, good workability and good trafficability are easily attainable.

Original languageEnglish
Pages (from-to)2635-2644
Number of pages10
JournalWaste Management
Volume28
Issue number12
DOIs
Publication statusPublished - Dec 1 2008

Fingerprint

landfill liner
bentonite
gravel
permeability
swelling
hydraulic conductivity
compaction
capping
liner material
compressibility
aquatic environment
consolidation
landfill
remediation
penetration
X-ray diffraction
compression
material

All Science Journal Classification (ASJC) codes

  • Waste Management and Disposal

Cite this

Analytical study on the suitability of using bentonite coated gravel as a landfill liner material. / Roberts, Anel A.; Shimaoka, Takayuki.

In: Waste Management, Vol. 28, No. 12, 01.12.2008, p. 2635-2644.

Research output: Contribution to journalArticle

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