2022
DOI: 10.1016/j.cemconres.2022.106805
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Surface area development of Portland cement paste during hydration: Direct comparison with 1H NMR relaxometry and water vapor/nitrogen sorption

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Cited by 41 publications
(6 citation statements)
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“…Though further evidence is lacked, the former reason seems more rea- implying the C-S-H sheets could be more closely connected. This kind of situation can be also observed when water is less sufficient such as lower water to cement ratio or the relative humidity (RH) is lower 18,19) .…”
Section: The Influence Of Mixing Condition On Pore Structurementioning
confidence: 98%
“…Though further evidence is lacked, the former reason seems more rea- implying the C-S-H sheets could be more closely connected. This kind of situation can be also observed when water is less sufficient such as lower water to cement ratio or the relative humidity (RH) is lower 18,19) .…”
Section: The Influence Of Mixing Condition On Pore Structurementioning
confidence: 98%
“…MKG pastes cured for 6 hours, 1 day, and 7 days were put into the test chamber for in-situ testing, and the transverse relaxation time (T2) distribution spectrum was further obtained. LF-NMR can detect T2 based on 1 H intrinsic relaxation behaviour of water in the specimens, which reveal the exchange process of water protons due to diffusional interchange of water protons between free water and bound water molecular [49]. The signal scanning adopted CPMG sequence, and the main frequency and number of sampling points were set as 23 MHz and 540018, respectively.…”
Section: Low Field 1 H Nuclear Magnetic Resonancementioning
confidence: 99%
“…5, the internal moisture distribution can be investigated using T2 signals obtained through LF-NMR to analyse the capillary stress characteristics of MKG paste [66]. Moisture in cementitious materials is considered to be bound in pores in the form of inter-gel water, capillary water and free water [49,67]. According to the relevant studies [68][69], T2 peaks represent the moisture bound to the matrix in different binding states and the signal amplitude describes the pore fluid content.…”
Section: Internal Moisture Distributionmentioning
confidence: 99%
“…The Hardened cement paste is the most important component of concrete, which is a porous material with pore sizes varying from several micrometers to nanometers. The performance of concrete is derived from the precipitation of calcium silicate hydrate (C-S-H) [ 6 ]. A detailed understanding of the C-S-H structure in the cement paste and the mechanisms determining the concrete properties can directly contribute to the increase in the durability of concrete materials and the reduction in the CO 2 emissions for combating climate change by recycling.…”
Section: Introductionmentioning
confidence: 99%