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Compressive strength test. 

Compressive strength test. 

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The main purpose of this study is to evaluate the technical possibilities of incorporating fly ash in clay bricks to produce an industry-acceptable bricks. The effect of fly ash with high replacing ratio from (0% to 50%) of clay on properties of bricks was analyzed. The tests of bulk density, porosity, water absorption, compressive strength, and fl...

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... perform mechanical compressive strength test, the brick was placed horizontally between the flat plates of the testing machine (50 kN capacity) with displacement rate of 0.5 mm/min. An axial load was applied until brick failure occurs, as shown in Figure 8. Then, the compressive strength was cal- culated by dividing the maximum load by the average area of the brick face. ...

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... The high compressive strength and low water absorption are characteristics of fired bricks with high flyash volume ratios [38]. Further work enhanced the radiation shielding performance using various external natural or manufactured doping materials [39][40][41][42]. ...
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... All samples o the same kind showed similar microstructures beore and ater the reeze-thaw testing, thus suggesting that the ailures o the ash-clay bricks while reezing were caused by the shaping method and not the composition. However, despite the positive examples shown in the literature or applying 50% o the y ashes to raw clay (Andreola et al., 2005;Arsenović et al., 2015bArsenović et al., , 2015cChou et al., 2010;Eliche-Quesada et al., 2018;Fatih and Ümit, 2001;Lingling et al., 2005;Makaka, 2014;Pawar and Garud, 2014;Sarkar et al., 2007;Singh et al., 2017), it is concluded that kind o mixture might not show satisying binding properties since the samples peel o in the damaged part ater reeze-thaw testing. ...
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... However, the highest values of these are reported when 10% RHA is used. The main objectives of the study (Singh, Brar, and Mudahar 2017) assess the technical feasibility of integrating fly ash into clay bricks to yield industrially acceptable bricks. The properties of bricks are studied as a result of using fly ash using clay at high replacement rates (0-50%). ...
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... Singh et al. [159] reported that the maximum utilization of fly ash has remained at 44.26% in the cement sector, followed by the reclamation of low-lying areas (10.77%), mine filling (13.0%), fly ash dyke raising, roads and embankments (12.88%), bricks and tiles (11.72%), and agriculture (1.93%) in recent years. Even after application in these sectors, only 55.69% of the total fly ash is utilized. ...
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... However, when it comes to strength, the results differ significantly. Some of the researchers reported an increase in strength [13][14][15][16][17] while most noted a decrease in strength [18][19][20][21][22][23]. This paper contributes to solving the problem of large amounts of fly ash "Stanari" which has not found application in the cement or other industry. ...
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The major goal of this research is to propose an energy-efficient process to produce economical bricks in a very short amount of time. These bricks were prepared by baking cylindrical clay specimens in a muffle furnace at 900 degrees Celsius for 6 hours. The clay specimens were reinforced with fly ash and multiwalled carbon nanotubes (MWCNT). The influence of MWCNT in various proportions such as 0.1 %, 0.01 %, 0.001% of water by weight, was observed with a high clay replacement ratio (10 %, 20%, 30%, 40%, 50%) on various properties of bricks. Soil, fly ash, and MWCNT used in the study were characterized using microscopic techniques such as x-ray diffraction (XRD) analysis and scanning electron microscopy-energy dispersive spectroscopy (SEM-EDS). The findings demonstrate that adding up to 50% (by weight) fly ash along with MWCNT (0.1 %, 0.01 %, 0.001% of water by weight) to normal cylindrical clay bricks can improve their characteristics when baked at 900 degrees Celsius for 6 hours in a muffle furnace. The combination of clay, fly ash, and MWCNT performed remarkably well in laboratory testing due to its efficient void filling capacity and pozzolanic nature. These bricks have a higher compressive strength, less water absorbent, are structurally homogeneous, sound, and less harmful to the environment. The effective use of fly ash addition is not only beneficial to the protection of natural clay resources, but it is also a viable option for challenging and expensive waste disposal issues.
... The results indicate that adding fly ash up to 50% by weight improves the performance of sintered bricks at 1000 • C. The test findings indicate that the combination of clay and fly ash performs rather well due to their effective micro-filling capacity and pozzolanic activity. These bricks have a higher compressive strength and the added benefit of being lighter and more eco-friendly [117]. f. ...
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... respectively. This result showed that a high percentage of FH in clay bricks caused high porosity in specimens (Singh et al., 2016). Porosity in brick affected on good and inferior. ...
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The main objective of this study was the utilization of fly ash (FH) additive in the fired clay brick mixtures. The effects of FH additions (0, 10, 20, 30, and 40% by weight) incorporated in clay brick compositions on the physical properties and mechanical strength had been investigated. The green clay brick specimens were fired at 800-1,000C to obtain vitreous phase connection. Behavior of packed particles associated apparent porosity (APP), bulk density (BD) and water absorption (WA) values were reported, which were directly cased in the compressive strength (CS) of the fired specimens. The results showed that the APP and WA values were also decreased, while BD values were improved with an increase in sintering temperatures. The CS of clay brick specimens with 10 and 20 wt% of FH after fired at 1,000C had higher than of the CS strength standard value as required by ASTM C62-13a. The optimum FH addition in the fired clay bricks at 1,000C was achieved in 10 wt% FH, which confirmed a partial replacement of additive wastes in making fired clay bricks.
... As such, since harvesting depends on maturity and economic issues/demand in relation to individual crops, the availability of the wastes in question may be negatively affected by seasonal influence on crops. Moreover, several researchers have also reported that fly ash and slag [19][20][21][22][23], nano iron oxide [24], nano aluminium [25], nano silica [26,27], nano magnesium oxide [28] are useful stabilizers for the improvement of mechanical and resistance properties of clay. ...
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It has been observed that clay soil cannot be used for building design, unless it is modified by firing or with cement. Either method of stabilization can adversely affect the environment and public health just like indiscriminate dumping or open burning adopted in developing countries as the prevalent disposal technique for waste papers. This paper sought to examine the feasibility of using assorted waste papers to derive an alternative stabilizer to Portland Limestone Cement for modification of clay soil into composite materials suitable for building design. Specifically, clay-based composites were fabricated at 0 %, 5 %, 10 %, 15 %, and 20% replacement levels by weight with cement, and then hydrothermally-calcined waste paper ash nanomaterial (HCWPAN). Water absorption, sorptivity, bulk density, thermal conductivity, specific heat capacity, thermal diffusivity, flaking concentration, flexural strength, and compressive strength were investigated for each of the fabricated samples. Irrespective of the stabilizing agent utilized, 10% loading level was found to be the optimum for possession of maximum mechanical strength by the samples. Only samples with the HCWPAN content were found to be capable of reducing building dead loads and improving thermal insulation efficiency over un-stabilized clay material, if applied as walling elements in buildings. Generally, it was revealed that the cement and HCWPAN have comparable influences on the properties of clay soil, thus indicating that HCWPAN could be utilized as an alternative stabilizer to cement. In addition, the preparation of HCWPAN was found to be more energy-saving than that of the cement.