Physicochemical approach for analyzing equilibrium volume of clay sediments in salt solutions
Source abstract
Abstract
Equilibrium sediment volume (ESV) is used as an important parameter for understanding the expansive nature of the bentonites and natural clay soils, for assessing a given bentonite for engineering applications, and for the determination of the type of dominant clay mineral present in a given soil. The ESV is often estimated using different salt solutions to understand the compatibility of given clay soil for long-term engineering application such as landfills. A theoretical approach based on physicochemical behavior of clays was proposed in this paper for the estimation of equilibrium sediment volume of bentonites in the presence of salt solutions. A simple analytical expression relating equilibrium sediment volume with different influencing physicochemical parameters such as clay surface and pore-fluid parameters was presented using the diffuse double layer theory. A quantitative estimation of ESV by the proposed theory was validated on the measured data. A very good agreement between the theoretical and measured data was observed for the commercial bentonite. The theory was in good agreement with the measurements in the concentration range of 0.01 M ≤ n < 1 M for Kutch bentonite while the concentration range was 0.001 M ≤ n < 1 M for Barmer bentonite in NaCl solutions. The influence of different exchangeable cations and the presence of non-clay content on the prediction were analyzed with a great detail using theory and by comparing the ESV data of studied bentonites with the homoionic sodium clay. The parallel plate assumption made in the theory overestimated the ESV data in CaCl2 solution. The proposed analytical model is very useful for understanding the influencing parameters on the bentonite behavior.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Soil and Unsaturated Flow · Landfill Environmental Impact Studies · Groundwater flow and contamination studies
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (70)
Show source-provided references
1. Laboratory methods for evaluating the physical properties of bentonites
2. Numerical study of the electrical double-layer repulsion between non-parallel clay particles of finite length10.1002/nag.1610151002 ↗
3. ASTM D4318-10e1 · 2010
4. ASTM D5890 · 2003
5. ASTM D854-14 · 2014
6. Estimating hydraulic conductivity of compacted clay liners10.1061/(ASCE)0733-9410(1994)120:2(366) ↗
7. Bharat · 2004
8. Prediction of compressibility data for highly plastic clays using diffuse double-layer theory10.1346/CCMN.2015.0630103 ↗
9. A critical appraisal of Debye length in clay-electrolyte systems10.1346/CCMN.2015.0630104 ↗
10. Novel procedure for the estimation of swelling pressures of compacted bentonites based on diffuse double layer theory10.1007/s12665-012-2128-7 ↗
11. Borehole Sealing
12. Physicochemical analysis of compressibility of pure clays
13. Determination of surface area of fine-grained soils by the ethylene glycol monoethyl ether (EGME) method10.1520/GTJ11087J ↗
14. A contribution to the theory of electrocapillarity10.1080/14786440408634187 ↗
15. Cation-exchange capacity
16. Effects of solution concentration and vertical stress on the swelling behavior of compacted GMZ01 bentonite10.1016/j.clay.2016.01.050 ↗
17. Investigating the pore-water chemistry effects on the volume change behavior of boom clay10.1016/j.pce.2011.07.016 ↗
18. Evaluation of surface-related phenomena using sedimentation tests10.1520/GTJ10891J ↗
19. Influence of pH and ionic strength on Cd, Cu and Pb removal from water by adsorption in Na-bentonite10.1016/j.clay.2015.09.003 ↗
20. Sur la constitution de la charge e´ lectrique a` lasurface d'un e´ lectrolyte
21. Rheology of Na-rich montmorillonite suspension as affected by electrolyte concentration and shear rate10.1346/CCMN.2001.0490402 ↗
22. IS 2720-4 · 1985
23. IS 2720-40 · 1977
24. A unified swelling potential index for expansive soils10.1016/S0013-7952(03)00159-5 ↗
25. Karnland · 2010
26. About differences of swelling pressure—dry density relations of compacted bentonites10.1016/j.clay.2015.02.002 ↗
27. Numerical simulation of diffuse double layer around microporous electrodes based on the Poisson–Boltzmann equation10.1016/j.electacta.2013.08.117 ↗
28. Bentonite cut-off walls: solution for landfill remedial works
29. Simplified evaluation on hydraulic conductivities of sand–bentonite mixture backfill10.1016/j.clay.2003.09.006 ↗
30. Theoretical equations on hydraulic conductivities of bentonite-based buffer and backfill for underground disposal of radioactive wastes10.1061/(ASCE)1090-0241(2008)134:4(497) ↗
31. Predicting swelling characteristics of bentonites10.1061/(ASCE)1090-0241(2004)130:8(818) ↗
32. Swelling pressures of a potential buffer material for high-level waste repository
33. Correlating index properties and hydraulic conductivity of geosynthetic clay liners10.1061/(ASCE)1090-0241(2005)131:11(1319) ↗
34. Simulation of open-and closed-end border irrigation systems using SIRMOD10.1080/03650340.2014.981163 ↗
35. A critique of diffuse double layer models applied to colloid and surface chemistry10.1346/CCMN.1997.0450412 ↗
36. Consolidation characteristics of montmorillonite10.1680/geot.1971.21.4.341 ↗
37. Mitchell · 1993
38. The role of slurry TBM parameters on ground deformation: field results and computational modelling10.1016/j.tust.2016.01.007 ↗
39. The physical dimensions of fundamental clay particles10.1180/claymin.1985.020.4.06 ↗
40. Nelson · 1997
41. Fabric map for kaolinite: effects of pH and ionic concentration on behavior10.1346/CCMN.2005.0530302 ↗
42. Relations between specific surface area and soil physical and chemical properties10.1097/00010694-199601000-00003 ↗
43. Determination of liquid limit from equilibrium sediment volume10.1680/geot.2002.52.9.693 ↗
44. Free swell ratio and clay mineralogy of fine-grained soils10.1520/GTJ10860 ↗
45. Use of bentonite for isolation of radioactive waste products10.1180/claymin.1992.027.3.08 ↗
46. Sealing properties of bentonite suspensions10.1346/CCMN.1969.0160603 ↗
47. Recommended soil tests for determining soil cation exchange capacity
48. Swelling pressure characteristics of compacted Chinese Gaomiaozi bentonite GMZ0110.1016/j.sandf.2014.06.026 ↗
49. Swelling pressure of a divalent-rich bentonite: diffuse double-layer theory revisited10.1029/2007WR006495 ↗
50. An alternative approach for the use of DDL theory to estimate the swelling pressure of bentonites10.1016/j.clay.2013.07.018 ↗
51. Hydraulic conductivity and compatibility of bentonite for hydraulic containment barriers
52. Modified free swell index for clays10.1520/GTJ10936J ↗
53. Sparks · 1999
54. Influence of clay mineralogy and pore-medium chemistry on clay sediment formation10.1139/t99-045 ↗
55. Classification procedures for expansive soils10.1680/geng.2000.143.4.235 ↗
56. Expansive Soil Characterisation: an Appraisal10.1007/s41403-016-0001-9 ↗
57. Mechanisms controlling volume change of saturated clays and the role of the effective stress concept10.1680/geot.1973.23.3.359 ↗
58. A rapid method to identify clay type in soils by the free-swell technique10.1520/GTJ10630J ↗
59. Compressibility behavior of homoionized bentonites10.1680/geot.1986.36.4.551 ↗
60. An improved method for determining the specific surface areas of topsoils with varied organic matter content, texture and clay mineral composition10.1046/j.1365-2389.1999.00230.x ↗
61. Limitations of EGME retention to estimate the surface area of soils10.1071/SR9900001 ↗
62. Swelling pressures of compacted bentonites from diffuse double layer theory10.1139/t03-096 ↗
63. Comparison of surface irrigation simulation models: full hydrodynamic, zero inertia, kinematic wave
64. Analysis of potential evapotranspiration using 11 modified temperature-based models
65. Comparison of the ARMA, ARIMA, and the autoregressive artificial neural network models in forecasting the monthly inflow of Dez dam reservoir10.1016/j.jhydrol.2012.11.017 ↗
66. van Olphen · 1977
67. Verwey · 1948
68. Floc volume of clays10.1080/00015125509441441 ↗
69. Yong · 2012
70. Can clays ensure nuclear waste repositories?10.1038/srep08815 ↗