journal article·2018-06

Characterization of water sorption and retention behavior of partially saturated GCLs using vapor equilibrium and filter paper methods

S. Rajesh, V. Khan

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Abstract

Abstract This paper examines the water absorption-desorption behavior of geosynthetics clay liners (GCLs) using vapor equilibrium method (VEM) as well as the water retention behavior of partially saturated GCLs using the filter paper (FP) method. An overburden pressure equivalent to that of landfill cover soil was applied onto the GCLs to understand the stress- and time-dependent water absorption and desorption behavior of GCLs. The influence of calibration curves for obtaining total and matric suction from FP method on water retention behavior of GCLs was examined. The experimentally obtained discrete suction-gravimetric water content data were fitted with recently developed water retention curve (WRC) models to obtain WRC key parameters which may be used for modeling purposes. This study provides a systematic evaluation of the method of testing, the effect of calibration curves and WRC models on the WRC key parameters. Results show that the relative humidity (RH) and the overburden pressure have a significant influence on the water absorption and desorption behavior of GCLs. In addition, the equilibration time of both absorption and desorption behavior depends on the RH. The WRC (matric or total suction) of GCLs at higher suction obtained using few calibration curves from the FP method is in agreement with VEM. Results also conclude that data obtained using various calibration curves have a significant influence on the WRC key parameters.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Landfill Environmental Impact Studies · Soil and Unsaturated Flow · Geotechnical Engineering and Soil Stabilization

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (37)

Show source-provided references
1. Measurements of suction verses water content for bentonite mixtures10.1139/T09-120 ↗
2. Soil water characteristic curve of lime treated gypseous soil10.1016/j.clay.2014.09.024 ↗
3. Natural smectitic soils for protective liners in arid climate10.1016/j.clay.2014.10.018 ↗
4. Standard test method for measurement of soil potential (suction) using filter paper
5. Standard test method for measuring mass per unit of geosynthetic clay liners
6. Standard practice for maintaining constant relative humidity by means of aqueous solutions
7. Effect of stress on water retention of needle punched geosynthetics clay liners10.1016/j.geotexmem.2014.09.001 ↗
8. Validation of the use of filter paper suction measurements for the determination of GCLs water retention curve
9. Water retention behavior of geosynthetic clay liners10.1061/(ASCE)GT.1943-5606.0000526 ↗
10. Geosynthetic clay liners10.1016/S0266-1144(01)00025-5 ↗
11. Effects of exchanged cation and layered charge on the sorption of water and EGME vapors on montmorillonite clays10.1346/CCMN.1997.0450611 ↗
12. Wet dry cycles on polymer treated bentonite in seawater: swelling ability, hydraulic conductivity and crack analysis10.1016/j.clay.2016.11.011 ↗
13. Equations for the soil water characteristic curve10.1139/t94-061 ↗
14. Fredlund · 2012
15. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils10.2136/sssaj1980.03615995004400050002x ↗
16. A new method for developing equations applied to the water retention curve10.2136/sssaj2011.0260 ↗
17. Deformation behaviour of clay cap barriers of hazardous waste containment systems: full-scale and centrifuge tests10.1016/j.geotexmem.2009.09.014 ↗
18. Factors affecting the filter paper method for total and metric suction measurements10.1520/GTJ11094J ↗
19. Lide · 2009
20. Lu · 2004
21. Effect of wet and dry ageing in seawater on the swelling properties and hydraulic conductivity of two amended bentonites10.1016/j.clay.2016.10.031 ↗
22. Controlling factors of the swelling of various bentonites and their correlations with the hydraulic conductivity of soil–bentonite mixtures10.1016/j.clay.2011.01.033 ↗
23. Adsorption of water vapour by montmorillonite. Effect of exchangeable ions and lattice swelling as measured by X-ray diffraction10.1021/ja01126a002 ↗
24. Equation for the entire soil water characteristic curve of a volume change soil10.1139/T07-117 ↗
25. Performance assessment of deformation behaviour of landfill barrier at the onset of differential settlement10.1504/IJEE.2010.029833 ↗
26. Hydro-mechanical behaviour of geogrid-reinforced soil barriers for landfill covers system10.1016/j.geotexmem.2010.06.010 ↗
27. Centrifuge and numerical study on the behaviour of soil barriers under differential settlements10.1061/(ASCE)HZ.2153-5515.0000129 ↗
28. Numerical simulation of geogrid reinforced soil barriers subjected to differential settlements10.1061/(ASCE)GM.1943-5622.0000405 ↗
29. Study of measured and fitted SWCC accounting the irregularity in the measured dataset10.1080/19386362.2016.1219541 ↗
30. Water vapour adsorption and desorption in GCLs10.1680/jgein.15.00034 ↗
31. Influence of confining pressure on water retention characteristics of compacted soil
32. Development of soil water characteristic curve for flexible base materials using the methylene blue test10.1061/(ASCE)MT.1943-5533.0001135 ↗
33. Evaluation of methodologies used for establishing soil water characteristic curve10.1520/JAI14084 ↗
34. Evaluation of the water retention curve for geosynthetic clay liners10.1016/j.geotexmem.2006.10.002 ↗
35. Centrifuge model tests on clay based engineered barriers subjected to differential settlements10.1016/j.clay.2008.06.002 ↗
36. Effect of differential settlements on the sealing efficiency of GCL compared to CCLs: centrifuge study
37. Effects of hydration fluid on moisture suction relationships for geosynthetic clay liners