Waste Marble Utilization from Residue Marble Industry as a Substitution of Cement and Sand within Concrete Rooftile Production

Aditya, Candra; Halim, Abdul; Putri, Chauliah Fatma

doi:10.17950/ijer/v3s8/806

Cited by 8 publications

(3 citation statements)

References 2 publications

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“…In recent years, research on the use of marble waste has focused on its use in mortar mixes (Khyaliya, Kabeer, and Vyas 2017), concrete (Arel 2016;Ulubeyli, Bilir, and Artir 2016), concrete roof tiles (Aditya, Halim, and Putri 2014), ceramic wall and floor tiles (Bilgin et al 2011), etc. For example, in the case of self-compacting concrete, marble powder showed excellent performance as a substitute for sand without the adverse effect on the hydration process (Sadek, El-Attar, and Ali 2016).…”

Section: Introductionmentioning

confidence: 99%

Analysis of the suitability of marble waste for beach nourishment

Pagán

Chiva

Tenza-Abril

et al. 2022

Marine Georesources & Geotechnology

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Marble waste, as a subproduct of the exploitation of marble quarries, could be reused as a replacement for the scarce sand sediment supply for beach nourishment. This work studied the suitability of 4 different types of marble (Bateig, Ivory Cream, Imperial Brown and Niwala). The method consisted of generating 3 samples for each type of marble and preparing them (i) with jaw crusher and D 50 ¼ 0.692 mm; (ii) with jaw crusher and D 50 ¼ 0.301 mm; and (iii) with ball mill and D 50 ¼ 0.268 mm. These samples were analysed using the accelerated particle wear test, and the mineralogy and morphology of the particles were studied using X-ray diffraction and Scanning electron microscopy. Results indicate that if the particle size is larger than 0.4 mm, durability increases between 2 and 4 times compared to a usual sand sample. The jaw crusher generates a smaller number of fractures to the particles than the ball mill, increasing the durability of the sample. If these criteria are followed, marble wastes can be used in beach nourishment, becoming a circular economy asset, alleviating the adverse environmental impact, saving resources and energy and reducing the total cost of nourishments.

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Section: Introductionmentioning

confidence: 99%

Analysis of the suitability of marble waste for beach nourishment

Pagán

Chiva

Tenza-Abril

et al. 2022

Marine Georesources & Geotechnology

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“…The replacement of sand with onyx sand in paving blocks [4] increased the compressive strength of paving blocks, the composition of 1 PC:6 PsO increased by 147.72 kg/cm 2 (64.05 %), compared to the compressive strength of paving blocks of the composition of 1 PC:6 Ps (0 % onyx sand). Replacing river sand with marble sand and Portland cement with marble waste powder in the manufacture of concrete roof tiles and paving blocks [5] resulted in a decrease in weight and flexural strength but still feasible and meets the requirements of SNI 0096:2007.…”

Section: Introductionmentioning

confidence: 99%

“…Road pavement planning has the main parameters related to traffic aspects, subgrade conditions, design age, and pavement material used. Based on the Road Pavement Design Manual issued by the Directorate General of Highways (2013), a road pavement structure can consist of several pavement layers with various materials (5]. In general, the pavement structure consists of a surface layer, a foundation layer, and a subgrade layer, which is located above the subgrade.…”

Section: Introductionmentioning

confidence: 99%

Implementation of marble waste as aggregate material rigid pavement

2021

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The rigid pavement is used for the pavement with soft ground conditions (subgrade). On the other hand, in recent years, marble waste for civil construction has been widely used to substitute conventional materials such as fine and coarse aggregate in concrete. This study aims to optimize marble sand waste as a substitute for river sand aggregates on concrete pavements. This research creates innovation in the production of rigid pavement. The study used an experimental method to test the raw material, namely fine aggregate (river sand and marble sand) and rigid pavement testing, with various variations in the material's composition, including loading, strain, and concrete slab stress tests. The use of marble sand as a substitute for river sand affects the compressive strength of concrete. The maximum compressive strength of 34.67 N/mm² occurs at 60 % marble sand content. Calculation of the optimum level of marble sand by the regression method yielded 48.90 % with an average compressive strength of 32.37 N/mm². In terms of strain, rigid pavement concrete slabs with 60 % marble sand content showed the best performance among all specimens. The stretch is relatively small so that it is not so fluctuating, the flexibility is relatively small, and the stiffness is the highest. The strain character tends to be compressive so that the dependence on reinforcement will decrease. Dynamically at the shock load, the three concrete slabs are quite good and very far from resonance in both the traffic service load frequency and the large shock load. Rigid pavement concrete slabs with a marble sand content of 40 % show the best performance because they are damping faster and have less tension. Statically, rigid pavement concrete slabs with a marble sand content of 60 % are the best

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