An alternative approach for the use of DDL theory to estimate the swelling pressure of bentonites
Source abstract
Abstract
Abstract An approach to estimate the swelling pressure of compacted bentonite (Bent) using Gouy–Chapman diffuse double layer theory is presented. Several laboratory swelling pressure tests on compacted Bent (MX80 and Calcigel) under constant volume conditions were performed and compared with the calculated swelling pressure using the original theory. The study revealed that at low dry density the as prepared total void ratios are less than theoretical void ratios using diffuse double layer theory, however, reverse behavior has been noticed for high compaction dry densities. Based on the experimental results of Bent with different valences, the relationship between the theoretical void ratio from diffuse double layer theory and as prepared total void ratio were determined. New equations were derived on the basis of diffuse double layer theory and experimental swelling pressure data. The method categorizes the different Bents into two groups depending upon the weighted average valency. A good agreement was observed in all the cases between experimental and estimated swelling pressure using derived equations. The applicability of the proposed method was investigated by comparing the estimated swelling pressure results with the additional reported in literature laboratory results on swelling pressure of compacted Bent.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Soil and Unsaturated Flow · Landfill Environmental Impact Studies · Grouting, Rheology, and Soil Mechanics
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (39)
Show source-provided references
1. Swelling pressure and total suction of compacted bentonite–sand mixtures
2. Atomic Energy of Canada Limited · 1994
3. Swelling pressure and one-dimensional compressibility behaviour of bentonite at large pressure
4. Handbook of Clay Science
5. Physico-chemical analysis of the compressibility of pure clays10.1680/geot.1956.6.2.86 ↗
6. Brookins · 1984 · 267
7. Bentonite as a containment barrier for the disposal of highly radioactive waste10.1016/0169-1317(89)90006-9 ↗
8. Determination of surface area of fine grained soils by the ethylene glycol monoethyl ether (EGME) method10.1520/GTJ11087J ↗
9. A contribution to the theory of electro-capillarity10.1080/14786440408634187 ↗
10. FEBEX Project — full scale engineered barriers experiments for a deep geological respiratory for high level radioactive waste in crystalline host rock
11. A framework for the behaviour of unsaturated expansive clays10.1139/t92-120 ↗
12. Sur la constitution de la charge electrique a la surface d'un electrolyte
13. Grim · 1968
14. Forces between surfaces in liquids10.1016/0001-8686(82)85004-5 ↗
15. Compaction properties of granular bentonite10.1016/j.clay.2005.08.005 ↗
16. H12: project to establish the scientific and technical basis for HLW disposal in Japan
17. Swelling characteristics of bentonite in artificial seawater10.1139/T08-120 ↗
18. Prediction for swelling characteristics of compacted bentonites10.1139/t96-021 ↗
19. The swelling of clay. II. Montmorillonites10.2136/sssaj1980.03615995004400040001x ↗
20. The swelling of clay. I. Basic concepts and empirical equations10.2136/sssaj1979.03615995004300030010x ↗
21. Swelling pressure calculated from mineralogical properties of a Jurassic opalinum shale, Switzerland10.1346/CCMN.1985.0330604 ↗
22. Diffusion of soluble salts under a temperature gradient after the hydration of compacted bentonites10.1016/S0169-1317(00)00006-5 ↗
23. Mechanisms controlling the permeability of clays10.1346/CCMN.1971.0190303 ↗
24. Mitchell · 1993 · 236
25. Re-examination of one-point methods of liquid limit determination10.1680/geot.1981.31.3.413 ↗
26. DLVO and hydration forces between mica surfaces in L+, Na+, K+, and Cs+ electrolyte solutions: a correlation of double layer and hydration forces with surface cation exchange properties10.1016/0021-9797(81)90348-9 ↗
27. A single-extraction method using silver–thiourea for measuring exchangeable cations and effective CEC in soils with variable charges10.1097/00010694-198004000-00002 ↗
28. Water saturation and retention of hydrophilic clay buffer — microstructure aspects10.1016/S0169-1317(03)00087-5 ↗
29. Fundamental study on the effect of an orientation of clay particles on diffusion pathway in compacted bentonites10.1016/S0169-1317(03)00086-3 ↗
30. Swelling pressure of a divalent-rich bentonite: diffuse double-layer theory revisited
31. Double layer theory and compressibility of clays10.1680/geot.1982.32.2.133 ↗
32. Swelling pressure of sodium montmorillonites10.1680/geot.2002.52.6.459 ↗
33. The factors controlling the engineering properties of bentonite-enhanced sand10.1016/S0169-1317(03)00092-9 ↗
34. SKB91 final disposal of spent nuclear fuel
35. Swelling pressures of compacted bentonites from diffuse double layer theory10.1139/t03-096 ↗
36. Van, Olpen · 1963
37. State of the bentonite barrier after five years operation of an in situ test simulating a high level radioactive waste repository
38. A study of particle interaction energies in wetting of unsaturated expansive clays10.1139/t92-123 ↗
39. A particle interaction model for assessment of swelling of an expansive soil