4.7 Article

Resistance of MgO-GGBS and CS-GGBS stabilised marine soft clays to sodium sulfate attack

期刊

GEOTECHNIQUE
卷 64, 期 8, 页码 673-679

出版社

ICE PUBLISHING
DOI: 10.1680/geot.14.T.012

关键词

clays; ground improvement; laboratory tests; mineralogy; soil stabilisation

资金

  1. National Science and Technology Pillar Program, People's Republic of China [2012BAJ01B02-01]

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Reactive magnesia (MgO) and carbide slag (CS) were used to activate ground granulated blastfurnace slag (GGBS) to stabilise a marine soft clay, and the stabilised clays were subjected to accelerated sodium sulfate attack. The results indicated MgO-GGBS stabilised clay was nearly inert to this sodium sulfate solution. The resistance of CS-GGBS stabilised clay to sodium sulfate attack was lower than that of MgO-GGBS stabilised clay, but higher than that of Portland cement stabilised clay. Unlike CS-GGBS stabilised clay, there was no calcium aluminate hydrate or alumino-ferrite monosulfate produced in MgO-GGBS stabilised clay, and hence no ettringite, which would cause deterioration, formed when exposed to sodium sulfate.

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