Capillary barriers incorporating non-woven geotextiles

Author:

Lima Marlon J1,Azevedo Marcelo M2,Zornberg Jorge G2,Palmeira Ennio M3

Affiliation:

1. National Council for Scientific and Technological Development, Brasília, Brazil

2. Civil Engineering Department – Geo, University of Texas at Austin, Austin, TX, USA

3. Department of Civil and Environmental Engineering, University of Brasília, Brasília, Brazil

Abstract

Capillary barriers can be an effective solution to minimise or delay infiltration of liquids in soils. These alternative barriers may be particularly appropriate and cost-effective in cover systems of waste disposal systems in arid and semi-arid regions. The mechanism of flow control in a capillary barrier involves the impedance of flow moving from a porous medium of small voids to another porous medium of larger voids, due to differences in the water storage between the two materials for the same suction at their interface. Granular soils have been used to induce a capillary barrier. However, the use of geotextiles as barriers can offer not only the relevant difference in water storage but also the repeatability and consistency of properties offered by manufactured materials, besides other advantages. The objective of this paper is to investigate the behaviour of capillary barriers using non-woven geotextiles under controlled laboratory conditions. Accordingly, fine-grained soil and geotextiles with different properties were used in the testing programme. Granular materials (sand and gravel) were also utilised to form granular capillary barriers for comparison purposes. Overall, the experimental results show that geotextiles can develop capillary barriers with similar storage capability as those provided by natural granular materials.

Publisher

Thomas Telford Ltd.

Subject

Management, Monitoring, Policy and Law,Nature and Landscape Conservation,Geochemistry and Petrology,Waste Management and Disposal,Geotechnical Engineering and Engineering Geology,Water Science and Technology,Environmental Chemistry,Environmental Engineering

Reference24 articles.

1. ASTM 2012 D 5199: Standard test method for measuring nominal thickness of geosynthetics ASTM International West Conshohocken, PA, USA 100 102

2. ASTM 2017 D 4491: Standard test method for water permeability of geotextiles by permittivity ASTM International West Conshohocken, PA, USA 23 27

3. Reduction of acid generation in mine tailings through the use of moisture-retaining cover layers as oxygen barriers: Discussion

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