Sentence examples for mortar water from inspiring English sources

The results showed that the highest and lowest compressive strengths are attributed to the specimens of OPC mortar water cured using grounded OPC for duration of 6 h (OM G6 wc) and OPC mortar air cured under room temperature with oven heated after demoulding of the specimens at 60 °C for duration of 20 h (OM OH ac), respectively.

In parallel with a normalised CEM II mortar (water-to-cement ratio (W/C) of 0.5), a CEM V-cement-based concrete, used in nuclear waste storage applications, is studied.

A key finding of this study was that replacing mortar mixing water with waste-water significantly improved workability and consistency of cement mortar mixtures.

Time-dependent moisture distributions in the cracked cement mortar during water penetration testing have also been quantitatively analysed.

Impact of NWPA on performance of mortar with water to cementitious materials ratio of 0.3 was presented in this paper.

Inconsistent with the dosage of aluminium powder required, for a given dry density or compressive strength of aerated cement paste or mortar, the water absorption increases with fineness of aluminium powder.

Design challenges associated with using natural fibers in place of synthetic fibers in cement mortar matrices including water absorption and disparate physical characteristics leading to weak fiber-matrix interfacial bonding were addressed with silane coupling agent and mechanical fiber debundling treatments.

Mix thinset mortar with water in a bucket according to package instructions.

Four groups of cement mortars with water to cement ratios (w/c) of 0.5, 0.45, 0.4 and 0.35 were prepared by incorporating 2.25% CNFs by cement volume.

In this study, the early age hydration processes of concrete mixed with sodium chloride solution using various mixture proportions are accurately monitored and recorded by a non-contact resistivity monitoring method to investigate and discuss the similarities and differences of the microstructure development of them compared to that of paste and mortar with sea water and fresh water.

In order to validate the proposed tool, the effective diffusion coefficient of two cement pastes and two mortars with water-to-cement ratio (w/c) of 0.25 and 0.45 are computed and successfully compared to experimental data.