Effect of ceramic tile waste on strength parameters of concrete-a review

Suchithra, S.; Sowmiya, M.; Pavithran, T.

doi:10.1016/j.matpr.2022.03.610

Cited by 6 publications

(5 citation statements)

References 81 publications

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“…It also can be examined from the result that as the number of ceramic waste increases, the flow ability of the SCC mixture becomes smaller. It confirms a previous study that the value of slump flow decreases when adding more ceramic waste [23,24]. Furthermore, the water absorption of ceramic waste is higher than natural aggregate, resulting in a decrement in concrete workability.…”

Section: Figure 3 Slump Flowsupporting

confidence: 91%

“…Based on the calculation of the average modulus of elasticity, the highest value was obtained in the test specimen with variations of SCC at 50% ceramic waste substitution, where the average elastic modulus value of the test was 30045.8929 MPa, which exceed the theoretical average modulus of elasticity value for normal concrete is 23788,2885 MPa. [2,24] reported that a minor improvement of modulus elasticity along with compressive strength show at over 50% of ceramic waste substitution. A large modulus of elasticity indicates the ability to withstand large stresses under small strain conditions, it means that the concrete can withstand large stresses due to loads with small strain.…”

Section: Modulus Of Elasticitymentioning

confidence: 99%

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Mechanical Behaviour of Self-Compacting Concrete Using Ceramic Waste

Meillyta

Wahyuni

Fahmi

2023

IOP Conf. Ser.: Earth Environ. Sci.

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The use of Self Compacting Concrete (SCC) which has high workability is the current choice to facilitate casting work so that it can pass through denser reinforcement areas without compaction. The rapidly increasing demand for concrete can cause damage to nature due to the overexploitation of minerals used for concrete such as crushed stone and lime. Construction waste can be an alternative to substitute the use of natural coarse and fine aggregate and an option to reduce gas emissions resulting from processing construction materials such as crushing work and cement production. Moreover, it can increase the efficiency of waste. In this study, ceramic waste is used as a substitute for coarse aggregate, which has the same characteristics as natural aggregate and is usually only dumped in landfill. This study aims to determine the mechanical behavior of SCC using ceramic waste as coarse aggregate substitution with a diameter of 9,52 mm. The mix design uses the Indonesian standard, SNI 7656-2012 with a maximum coarse aggregate size of 9.52 mm and Sika viscocrete 1003 as a superplasticizer. The concrete specimen is 15 cm in diameter and 30 cm in height cylinder of as many as 25 specimens. Design concrete strength is f’c = 25 MPa at 28 days old. The variation of the coarse aggregate substitution of ceramic waste is 0%, 25%, 50%, and 75%, and the 1.5% superplasticizer by the weight of cement. It is obtained that the maximum compressive strength of SCC is a variation of 50% ceramic waste, 25.98 MPa. It showed that the compressive strength did not experience a significant increase, which was only 0.06% increase from the design concrete strength. The stress value also showed a slight increase of 50% ceramic waste variation at 9.42 MPa with a 0.00254 strain value. The modulus of elasticity of concrete at maximum stress is 30,045.89 MPa. It can be concluded that ceramic waste can be used as a substitute for coarse aggregate in SCC. Although it cannot significantly increase the strength of the concrete as well as its stress and modulus of elasticity, ceramic waste substitution for natural aggregate in concrete can minimize the exploitation of minerals in nature and the strength also can exceed the design concrete strength.

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Section: Figure 3 Slump Flowsupporting

confidence: 91%

Section: Modulus Of Elasticitymentioning

confidence: 99%

Mechanical Behaviour of Self-Compacting Concrete Using Ceramic Waste

Meillyta

Wahyuni

Fahmi

2023

IOP Conf. Ser.: Earth Environ. Sci.

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Section: Introductionmentioning

confidence: 99%

“…The ceramics industry is a very important manufacturing branch spread over the world that implies a high amount of raw materials, high energy consumption and finally, a lot of industrial waste [17][18][19][20]. The literature data refer mainly to broken ceramic bodies or recycled ceramics that are milled and used as raw materials for eco-friendly concrete based on geopolymers [17][18][19][20] and refers less to the ceramic slurries resulting from technological processes. The main references indicate the preparation of special slurries (not waste slurries) based on selected ceramics such as: zirconia [21] and alumina and quartz blended with low traces of kaolinite [22] that are mixed with photo-polymerizable resins.…”

Section: Introductionmentioning

confidence: 99%

Microstructural Investigations Regarding Sustainable Recycling of Ceramic Slurry Collected from Industrial Waste Waters

Avram,

Barbu Tudoran,

Cuc

et al. 2024

Sustainability

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Ceramic slurry wastes have a significant hazardous potential when dumped. Their recycling as raw material is a sustainable approach for the development of nature-friendly applications. The microstructure and mechanical properties play a key role in the success of this sustainable recycling. Ceramic slurry samples resulting from the wall and floor tiles production facility were analyzed. The mineral composition was investigated by XRD combined with mineralogical microscopy and the microstructure was investigated by SEM microscopy coupled with EDX spectroscopy and elemental mapping. The ceramic slurry contains: quartz, kaolinite, mullite and small amounts of lepidocrocite. Quartz and mullite particles have sizes in the range of 5–100 μm and kaolinite has small particles of around 1 to 30 μm. Iron hydroxide crystallized as lepidocrocite is finely distributed among kaolinite aggregates. It makes the slurry unable to be reused in the technological process because of the glaze staining risk, but it does not affect the material cohesion. Thus, the cylindrical samples were prepared at progressive compactions rates as follows: 1808.55; 1853.46; 1930.79 and 2181.24 kg/m3 and dried. Thereafter, were subjected to a compression test with a lower compression strength of 0.75 MPa for lower density and a higher strength of 1.36 MPa for the higher density. Thus, slurry compaction enhances the kaolinite binding ability. The Young’s Modulus slightly decreases with the compaction increasing due to local microstructure rigidizing. This proves the binding ability of kaolinite, which properly embeds quartz and mullite particles into a coherent and resistant structure. The fractography analysis reveals that fracture starts on the internal pores at low compaction rates and throughout the kaolinite layer in the samples with high compactness. The observed properties indicate that the investigated ceramic slurry is proper as a clay-based binder for sustainable ecological buildings, avoiding the exploitation of new clay quarries. Also, it might be utilized for ecological brick production.

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“…This was done to optimize the land use. Thus, one solution for every construction is to build a basement as a parking area, storage space, and many other functions to remain neatly organized and safe (Lim et al, 2022;Nguyen et al, 2023;Seyman Guray et al, 2023;Suchithra et al, 2022;Zou et al, 2020). In basement work, it is necessary to know the soil condition used to construct a building (Yuniasari et al, 2021).…”

Section: Introduction *mentioning

confidence: 99%

Implementation of the HIRADC Method in Risk Analysis of Diaphragm Wall Work Projects

Kholida,

Sumarmi

2023

J. Appl. Sci. Eng. Technol. Educ.

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The decreasing land area in big cities makes construction progress develop not only vertically upwards, but also downwards. This is done to optimize the land use. One of the things is the construction of a basement as a parking lot, storage space, and other functions to be neatly organized and safe. There are numerous employment risks in basement work that can result in building failures that hinder other construction activity. This research was conducted at a company that focuses on the business of guitar manufacturing, retaining walls, and soil improvement in three high-rise building construction projects that are currently building, and experiencing difficulties in identifying the main risks in diaphragm wall work. The soil conditions are different at each project site, which is not the same as the superstructure work. It is more typical and the quite large project value reaching more than 100 billion than can be classified as a major construction project. The risks that will be encountered in its implementation will also be large. The steps involved in the research were risk identification, risk qualitative analysis, and extreme risk response planning by experts. There were sixty-four (64) identified risks relevant to the project construction phase, classified into eleven categories. The risk was then simulated to obtain high risk and control risk plans that would be carried out when the high risk occurs. There are four high risks, namely the damaged or non-compliant construction materials, inaccurate specifications, delays in the execution of constructor work, and slope failure during excavation.

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Effect of ceramic tile waste on strength parameters of concrete-a review

Cited by 6 publications

References 81 publications

Mechanical Behaviour of Self-Compacting Concrete Using Ceramic Waste

Mechanical Behaviour of Self-Compacting Concrete Using Ceramic Waste

Microstructural Investigations Regarding Sustainable Recycling of Ceramic Slurry Collected from Industrial Waste Waters

Implementation of the HIRADC Method in Risk Analysis of Diaphragm Wall Work Projects

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