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Microstructural evolution and physico-chemical behavior of compacted clayey soil submitted to an alkaline plume 被引量:9
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作者 D.Deneele O.Cuisinier +1 位作者 V.Hallaire f.masrouri 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2010年第2期169-177,共9页
In the French concept of deep nuclear waste repositories,the galleries should be backfilled with excavated argillite after the site has been filled.Some additives like lime could be used to improve the mechanical char... In the French concept of deep nuclear waste repositories,the galleries should be backfilled with excavated argillite after the site has been filled.Some additives like lime could be used to improve the mechanical characteristics of the argillite.After thousands of years,the degradation of the concrete lining of the galleries will generate an alkaline solution(pH value 12) that will diffuse through the backfill.This study presents the effect of a saturated Ca(OH)_2 solution circulation through lime-treated sample at 60 ℃ for 3,6 and 12 months,respectively.The effect of such circulation on the lime-treated Manois argillite(MA) was assessed by petrographical examination coupled to image analysis and scanning electron microscopy(SEM) equipped with energy dispersive X-ray(EDX) analyser of soil pieces.The objective of this study is to make the link among the mineralogical transformations,the textural and mechanical changes produced in the compacted clayey soil as a consequence of the alkaline solution circulation. 展开更多
关键词 ARGILLITE lime treatment petrographical examination scanning electron microscopy(SEM) image analysis MICROSTRUCTURE
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Suction variations and soil fabric of swelling compacted soils 被引量:1
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作者 H.Nowamooz f.masrouri 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2010年第2期129-134,共6页
This study addresses firstly the soil fabric variations of loose and dense compacted soil samples during a single wetting/drying cycle at suctions between 0 and 287.9 MPa using mainly the mercury intrusion porosimetry... This study addresses firstly the soil fabric variations of loose and dense compacted soil samples during a single wetting/drying cycle at suctions between 0 and 287.9 MPa using mainly the mercury intrusion porosimetry(MIP) tests.Two suction techniques were employed to apply this wide suction range:the osmotic technique for suctions less than 8.5 MPa,and the vapor equilibrium or salt solution technique for suctions higher than 8.5 MPa.Secondly,the soil water retention curves(SWRCs) were predicted by the MIP test results for both loose and dense soil samples.A reasonable correspondence between MIP results and SWRCs was found on the wetting path at lower suctions close to saturation and on drying path at higher suctions. 展开更多
关键词 expansive soil EXPERIMENTATION modelling drying/wetting cycle
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