2021
DOI: 10.1016/j.conbuildmat.2021.123956
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Performance assessment of a newly developed and highly stable grouting material for a completely weathered granite dam foundation

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Cited by 20 publications
(5 citation statements)
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“…This section was designed to improve the activity of mineral admixtures by means of sulfate activation. Since the low calcium content of fly ash was not conducive to the establishment and development of mechanical properties [ 54 ], the calcium content of the cementitious material was increased by compounding with slag in this paper. The cementing material was weighed and ground in the ratio of 40:60:6:3 for fly ash: slag: gypsum: sodium sulfate [ 55 , 56 ], and the ground powder was named as H1.…”
Section: Methodsmentioning
confidence: 99%
“…This section was designed to improve the activity of mineral admixtures by means of sulfate activation. Since the low calcium content of fly ash was not conducive to the establishment and development of mechanical properties [ 54 ], the calcium content of the cementitious material was increased by compounding with slag in this paper. The cementing material was weighed and ground in the ratio of 40:60:6:3 for fly ash: slag: gypsum: sodium sulfate [ 55 , 56 ], and the ground powder was named as H1.…”
Section: Methodsmentioning
confidence: 99%
“…Polyvinyl alcohol, or PVA, is a type of polymer with good water solubility that deforms well and has good toughness once it has gelled into a film. The PVA solution and cement liquid mix well, creating a gel film with good plasticity that also protects the cement from corrosion and increases the durability and crack resistance of the stone body [30][31][32].…”
Section: Effect Of Polyvinyl Alcohol Concentration On Gelation Timementioning
confidence: 99%
“…Dam leakage is the most important factor in a dam failure disaster chain [ 4 ]. Currently, leakage sealing measures of embankment dams mainly include geosynthetics covering seepage interception, front bumping slope cultivation, the throwing of soil and rock, grouting, and the pouring of underwater non-dispersed concrete [ 5 , 6 , 7 , 8 , 9 , 10 ]. These methods have been used in practical engineering projects for many years and have achieved some desirable results.…”
Section: Introductionmentioning
confidence: 99%