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The main goal of this study is to investigate the strength and compaction characteristics of soil stabilized by fly ash with multiwalled carbon nanotube (MWCNT) as an additive. The materials used in the study were characterized using microscopic techniques like scanning electron microscopy-energy dispersive spectroscopy (SEM–EDS), and X-ray diffraction (XRD). The soil in the current study was replaced up to 50% by fly ash in the presence of MWCNT and sodium hexametaphosphate (SHMP) in different concentrations. The findings demonstrate that the Atterberg limits and specific gravity decrease with the increase in fly ash, MWCNT, and, SHMP. The maximum (46%) and minimum (24.2%) values of the liquid limit were recorded at 0% and 50% fly ash content, respectively. The maximum (34%) and minimum (20.2%) values of the plastic limit were observed at 0% and 50% fly ash content respectively. The specific gravity of natural soil decreases from the maximum value of 2.68 to the minimum value of 2.53 at 0% and 50% fly ash content, respectively. The optimum moisture content also decreases with the increase in fly ash, MWCNT, SHMP, and vice versa for maximum dry density. 0.01% w/w MWCNT + 80% Soil + 20% Fly Ash + 2% SHMP is the optimal mix. It gives maximum unconfined compressive strength (UCS) value in all the durations of curing, i.e. 0.50, 0.725, and 0.984 MPa at 1, 7, and 28 days of curing, respectively. The UCS value of this combination is 147% more than the UCS value of normal soil cured for 28 days. An economic analysis is also conducted to understand the feasibility of the application of MWCNTs in soil-fly ash mix. [ABSTRACT FROM AUTHOR]

This investigation is primarily focused on addressing the prevailing uncertainty surrounding the compressive strength of three distinct types of bricks: nanomodified; simple; and commercial. Nanomodified bricks are specifically fabricated using a minute concentration of 0.01% w/w multiwalled carbon nanotubes combined with 1% sodium hexametaphosphate. However, the utilization of both materials in a single brick is currently limited. In view of this constraint, a diligent effort was made in this study to comprehend the effects of multiwalled carbon nanotubes and sodium hexametaphosphate as additive materials for brick construction. It is important to note that the compressive strength of the bricks remains the pivotal and critical characteristic under investigation, and an exhaustive analysis was undertaken employing a probabilistic approach. The findings of the study suggest that the variability observed in the compressive strength parameters of nanomodified, simple, and commercial bricks can be explained by a normal distribution at a significance level of 5%. The calculated values for the characteristic compressive strength were determined to be 24.47, 16.47, and 14.24 N/mm2 , respectively, for the three types of bricks. Further, the regression analysis conducted to assess the relationship between brick compressive strength and the independent variables yielded a cubic fit with R2 (coefficient of determination) values of 0.984, 0.995, and 0.995 for nanomodified, simple, and commercial bricks, respectively. Consequently, the application of multiwalled carbon nanotubes in conjunction with sodium hexametaphosphate in fired clay bricks can be recommended to achieve enhanced compressive strength. [ABSTRACT FROM AUTHOR]

In this study, the effect of multiwall carbon nanotubes (MWCNTs) on various properties of a fired clay brick was investigated and subsequently compared with other kinds of bricks. MWCNT doped bricks and traditional bricks were prepared in laboratory conditions and commercially available bricks were obtained from a nearby manufacturer. Each group of bricks were subjected to various tests such as visual examination, dimension tolerance test, efflorescence test, water absorption test, impact resistance test, soundness test, hardness test, structure test, compressive strength test, and scanning electron microscopy (SEM) imaging. An extensive characterization of soil, water, and MWCNT was carried out. X-ray diffraction (XRD), X-ray fluorescence (XRF), and scanning electron microscopy–energy dispersive spectroscopy (SEM-EDS) were done to characterize soil in addition to basic consistency limit tests. MWCNT was characterized using XRD, SEM-EDS, and Fourier transform infrared spectroscopy (FTIR). Soil passing through a 425-μm sieve was used to manufacture MWCNT doped brick (0.01% of water by weight) and traditional bricks. The compressive strength of MWCNT doped bricks was 53.9% and 45.52% more as compared to commercially available and traditional bricks. An adequate reduction in water absorption was recorded when compared with traditional and commercially available bricks. Economic analysis was also carried out, which marked an increase of $0.0134 per brick in the manufacturing of MWCNT doped bricks. [ABSTRACT FROM AUTHOR]