Influence of Partial Replacement of Hydraulic Binder by Ground Brick on the Characteristics of Composites

Dobiáš, Daniel; Pokorný, Petr

doi:10.1016/j.proeng.2017.05.381

Cited by 4 publications

(10 citation statements)

References 11 publications

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“…Previous studies documented the chemical composition of different clay minerals considered as supplementary cementitious materials [47,48,51,52,54]. Four clay samples were collected from Kaikalathur (KA-II), Kuchipalayam (KP), Anangoor (AN), and Oviyampalayam (OP) of Tamilnadu.…”

Section: Chemical Composition Of Cb Wastementioning

confidence: 99%

“…The summation of oxides according to ASTM C 618 specification are illustrates in Table 2. [48] 93.88 (P SUDHA, 2015) KP [47] 81.75 (P SUDHA, 2015) AN [47] 79.77 (P SUDHA, 2015) OP [48] 87.77 (Bediako, 2018) GWCB [54] 89.88 (Dobias and Pokorny, 2017) acid body [52] 93.83 (Dobias and Pokorny, 2017) Lime body [52] 82.47 (Olofinnade et al, 2016) CB [51] 79.8 (M.Usha Rani, 2016) GCB [59] 61.43 (Noor-ul-Amin, 2012) Pakistan clay [47] 89.9…”

Section: Chemical Composition Of Cb Wastementioning

confidence: 99%

“…Dobias and Pokorny [52], considered two unique kinds of ground terminated CB corrosive and lime bodies as added substances in 10wt% of concrete. The outcomes demonstrate a slight decrease in the porosity of bond glue.…”

Section: Thicknessmentioning

confidence: 99%

“…Dobias and Pokorny [52] contemplated two distinct kinds of ground terminated CB corrosive and lime bodies. The outcomes demonstrated that compressive quality was not antagonistically influenced with 10%-20% supplanting concrete with GB, while at times the enlarged mortars achieved higher quality than the control mortar at all tried ages from 28 days to 84 days.…”

Section: Compressive Qualitymentioning

confidence: 99%

“…Saw dust ash is used to produce green concrete and solved many environmental problems, especially in timber industries [16][17][18][19][20][21][22][23]. Iron powder [24][25][26][27][28][29][30][31][32][33][34][35], glass powder [36][37][38][39][40][41][42][43], and pottery clay (PC) [44][45][46][47][48][49][50][51][52][53][54][55][56][57][58][59][60][61][62][63] have recently become popular materials which enhanced the production of green concrete and simultaneously reduced the cost in construction industries.…”

Section: Introductionmentioning

confidence: 99%

See 4 more Smart Citations

Influence of Pottery Clay in Cement Mortar and Concrete Mixture: A Review

Saffar¹,

Tayeh²

2018

IJET

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Solid generation has brought about numerous natural issues, for example, CO2 discharge. An option eco-accommodating concrete, known as green cement, ought to be investigated. Squander materials from marine waste, ventures, and farming can be reused to deliver green cement. This paper displays a survey of ongoing advancement identified with the attainability of utilizing stoneware earth in solid blend. The report centers around the likelihood of using dirt block squander as fractional substitution for Portland bond in cement and the properties of crisp and solidified concrete, for example, usefulness, thickness, quality, and microstructure. This paper ought to give new data on the uses of greener and supportable stoneware mud concrete. Past investigations showed that the ideal rate for supplanting Portland concrete with earthenware dirt ran somewhere in the range of 10wt% and 30wt%.

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Section: Chemical Composition Of Cb Wastementioning

confidence: 99%

Section: Chemical Composition Of Cb Wastementioning

confidence: 99%

Section: Thicknessmentioning

confidence: 99%

Section: Compressive Qualitymentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

See 3 more Smart Citations

Influence of Pottery Clay in Cement Mortar and Concrete Mixture: A Review

Saffar¹,

Tayeh²

2018

IJET

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Estudo da influência da substituição do cimento Portland por resíduo de cerâmica vermelha na fabricação de placas de fibrocimento

2021

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RESUMO Atualmente, os resíduos da indústria de cerâmica vermelha apresentam-se como uma alternativa em potencial para uso em matrizes cimentícias como adição mineral ou pozolana de baixa reatividade. Este estudo, teve como objetivo avaliar a influência da substituição parcial do cimento CP V ARI por resíduo da indústria de cerâmica vermelha em placas de fibrocimento. O cimento foi substituído em volume nas percentagens de 0, 15, 25 e 50%. Essas combinações foram reforçadas com fibras de celulose e polipropileno (PP). A investigação foi realizada analisando ensaios de fluorescência de raios X, difração de raios – X, microscopia eletrônica de varredura e análise termogravimétrica. Além disso, ensaios de resistência mecânica à flexão das placas foram realizadas em amostras produzidas com base em um processo de sucção e prensagem. Todos os ensaios foram realizados com amostras aos 28 dias de hidratação. Os resultados da caracterização microestutural apresentaram uma redução do hidróxido de cálcio conforme aumenta o teor de RCV devido ao consumo deste composto em consequência da reação pozolânica, também foram observados picos de C-S-H em todas as misturas. Considerando- se os resultados das propriedades mecânicas à flexão, todos os percentuais de substituição apresentaram resultados satisfatórios de acordo com a norma NBR 15498 em relação à resistência à flexão para uso em fachadas externas.

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Effect of Incorporating Pottery and Bottom Ash as Partial Replacement of Cement

Tayeh¹,

AlSaffar²,

Askar³

et al. 2019

Karbala International Journal of Modern Science

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This study addressed the environmental constraints in cement production. Ordinary Portland cement (OPC) was replaced with pottery powder (PP, produced by grinding locally available pottery) and bottom ash (BA) at 10%, 20% and 30% of cement mass. Moreover, 4% calcium chloride solution (CaCl 2 .2H 2 O) was used as mixing water. Material properties, such as standard consistency, setting time and compressive strength, were measured with different percentages of OPC replacement with PP and BA. Results indicated that the replacement with PP and BA increased the water demand to achieve the standard consistency. These results revealed that the strength evolution of 30% PP and BA is lower than that of the corresponding OPC mix, whereas the 10% and 20% replacements have a similar compressive strength to the control mix at 28 and 90 days, respectively. Slightly higher compressive strength was observed with the addition of 4% CaCl 2 than the OPC mix.

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Influence of Partial Replacement of Hydraulic Binder by Ground Brick on the Characteristics of Composites

Cited by 4 publications

References 11 publications

Influence of Pottery Clay in Cement Mortar and Concrete Mixture: A Review

Influence of Pottery Clay in Cement Mortar and Concrete Mixture: A Review

Estudo da influência da substituição do cimento Portland por resíduo de cerâmica vermelha na fabricação de placas de fibrocimento

Effect of Incorporating Pottery and Bottom Ash as Partial Replacement of Cement

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