What is it about?

In the present world effective use of vegetative debris helps in ground water recharge and reduces the ecological contamination, which can be used as substitution for cementitious materials in concrete. In this study an experimental investigation is made in concrete blocks having partial replacement of Prosopis Juliflora ash (PJA) from 0% to 40% by weight of cement. Concrete under compression and tension are verified for seven days, fourteen days and twenty-eight days of curative. The test outcomes displays that concrete with 30% PJA has higher mechanical strength when compared with other specimens. SEM images shows that the ash fills the voids in the concrete and enhances the pore structure there by reducing the permeability in concrete.

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Why is it important?

In the construction sector concrete is widely used material, in which cement has a major role to play. Environmental pollution are caused as CO2 is emitted in atmosphere during manufacturing of cement. The PJA with 20 % replacement for cement has same mechanical properties of that conventional concrete [1]. Prosopis juliflora, a tenacious plant that belongs to the Leguminosae family, has been an environmental issue in several areas of the world, including India; as a result, mass expulsion has occurred in various regions of the world.[2] It is a nitrogen-fixing plant that may thrive in any environment and is not affected by any environmental factors [3], [4]. It can collect water from extremely deep strata because to its remarkable invasive roots. It pulls too much groundwater through a large route of their fundamental enterprises and furthermore contaminates the water. It is now used in the production of power on a modest basis by fire with coal [5]. Concrete containing PJA ash as substitution for cement with sugar as admixture enhances the compressive strength properties[6].Concrete with ten percent replacement of sand by malleable waste and 5 % additional of sand by glass powder shows 16.61 % higher compressive strength when related to conventional concrete[7].The mechanical properties of concrete matrix increases about 30 % when substitution of coarse aggregate is made with 20 % and cement by 10 % of PJA[8]. Prosopis Juliflora when used as fibres in concrete increases the impact strength by 43 %, whereas the compressive strength decreases by 13 % [9]. Prosopis Juliflora when used as substitution for coarse aggregate by 10 %, maximum strength under compression of 34Mpa was obtained [10]. Concrete with 20 % of PJA showed higher degree of hydration and compressive strength when compared to conventional concrete [11]. The Ca (OH)2 decrease in concrete indicates that non evaporable water content increases in concrete for higher volume of silica fumes[12]. Concrete with 10 % of Paper Sludge ash(PSA) shows a maximum compressive strength of 38.9 N/mm2 which is more than the conventional specimen[13].The strength of concrete under compression increases by 6 % for 10 % substitution of cement by PJA, beyond which the strength decreases up to 40 %[14].The addition of steel slag up to 30 % in ferrocement reduces the deflection when compared to convention ferrocement laminates[15]. As not many research has been done on the use of Prosopis juliflora ash in the manufacture of cement concrete, the purpose of this study was to assess the use of PJA as a partial substitute for cement in the manufacturing of cement concrete. This will result in less Prosopis juliflora growth and hence less groundwater loss, as well as more effective use of the PJA in mass production.

Perspectives

Prosopis juliflora, a tenacious plant that belongs to the Leguminosae family, has been an environmental issue in several areas of the world, including India; as a result, mass expulsion has occurred in various regions of the world.[2] It is a nitrogen-fixing plant that may thrive in any environment and is not affected by any environmental factors.

Prof Gobinath R
S R Engineering College

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This page is a summary of: Influence of Prosopis juliflora ash in mechanical properties of concrete, Materials Today Proceedings, January 2023, Elsevier,
DOI: 10.1016/j.matpr.2022.12.127.
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