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2018
DOI: 10.1061/(asce)mt.1943-5533.0002174
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Magnetized Water Effect on Compressive Strength and Dosage of Superplasticizers and Water in Self-Compacting Concrete

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Cited by 44 publications
(23 citation statements)
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“…The highest amount of pores in the concrete structure occurred in the control mix; i.e., using magnetized water instead of regular tap water led to a significant improvement in the microstructure of the concrete mixes, which agrees with previous studies [ 6 , 8 , 15 , 16 ]. This greater density of concrete mixes with magnetized water may be attributed to the higher degree of cement hydration, as a result of more interaction between the cement particles and water molecules.…”
Section: Resultssupporting
confidence: 90%
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“…The highest amount of pores in the concrete structure occurred in the control mix; i.e., using magnetized water instead of regular tap water led to a significant improvement in the microstructure of the concrete mixes, which agrees with previous studies [ 6 , 8 , 15 , 16 ]. This greater density of concrete mixes with magnetized water may be attributed to the higher degree of cement hydration, as a result of more interaction between the cement particles and water molecules.…”
Section: Resultssupporting
confidence: 90%
“…This is in good agreement with the results of Ahmed [ 15 ], which used magnetized water instead of regular tap water, and found a significant improvement in the microstructural properties of concrete mixes. Consequently, the structure of concrete with magnetized water becomes denser, and lower amounts of pores can be seen in concrete with magnetized water compared to concrete with regular tap water [ 6 , 8 , 15 , 18 ]. These differences explain why the magnetized water can increase the durability properties of concrete mixes.…”
Section: Resultsmentioning
confidence: 99%
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“…This can be explained as follows: Due to the use of TW, the percentage of SP is very effective as the water particles are distributed for the reaction across the cement particles, but when using MW, which makes the same effect by rearranging the water molecules, there is no need to excess the amount of SP. This is because MW reduces the dose of SP by about 30% in concrete [36]. Therefore, MW can reduce the SP dose to about 40% to 50% in the mortar considering FA% and the number of cycles as illustrated in Table 7.…”
Section: Effect Of Sp Dosage On Cementitious Mortarmentioning
confidence: 97%