Open Access
Short and Long Term Behavior of Bentonite under the Boundary Conditions of a Repository for High Level Radioactive Wastes - 9151
Horst-Juergen Herbert,Joern Kasbohm +1 more
- 01 Jan 2009
2
TL;DR: In this article, a 3 years study regarding the changes of MX-80 bentonite after reaction with solutions of different ionic strength and pH occurring in repositories in granite, in clay and in salt formations is presented.
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Abstract: Results of a 3 years study regarding the changes of MX-80 bentonite after reaction with solutions of different ionic strength and pH occurring in repositories in granite, in clay and in salt formations are presented. Each solution reacted differently with the bentonite and affected differently the resulting mineralogy and swelling pressure (SWP). After 3 years of reaction SWP were highest in contact with water (over 4 MPa), significantly lower in contact with low ionic strength solutions (around 3 MPa) and lowest in contact with high saline brines (mostly under 1 MPa). Alteration and partial dissolution of montmorillonite was observed. The Mg, Al and Si contents in the solutions increased with reaction time. Concomitantly in the octahedral layers of montmorillonite Mg was substituted by Al and the interlayer charge decreased. The correlation between the alteration process, the charge reduction and SWP is presented. The key for the observed mineralogical alteration may be the acidity of water in the interlayer space. This may explain why the alteration in compacted bentonite is faster than in the non-compacted. All results can be explained by processes which lead to a kaolinitization/pyrophyllitization and Si-excess of the montmorillonite particles. These processes may lead in the long run to a significant or even total loss of swelling capacity of compacted bentonites, if high saline solutions and cement are involved.
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Citations
The swelling behaviour of compacted clayey backfill
K O'Connor,R.N. Taylor +1 more
- 01 Jan 1993
TL;DR: Several different types of laboratory experiments are described which were designed to investigate the key factors affecting the development of swelling pressures in compacted clayey soils as discussed by the authors. But the results demonstrated the importance of determining swelling pressure under comparable conditions and constraints as would apply in the full scale situation.
43
Hydro-chemo-mechanical characterisation of sand/bentonite mixtures
Donatella Manca
- 01 Jan 2015
TL;DR: In this article, the water and gas transport through an 80/20 sand/bentonite mixture is investigated at both macroscopic and microscopic level. But the results reveal that the swelling pressure and the saturated hydraulic conductivity depend on the applied matric suction and on the pore water chemistry.
9
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Porewater chemistry in compacted re-saturated MX-80 bentonite
Michael H. Bradbury,Bart Baeyens +1 more
TL;DR: Porewater compositions in compacted bentonites are calculated, taking into consideration such factors as montmorillonite swelling, semi-permeable membrane effects, very low "free water" volumes, and the highly effective buffering characteristics of the exchangeable cations and the amphoteric edge sites.
263
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