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Journal articles on the topic 'Bricks - Compressive Strength'

Author: Grafiati

Published: 4 June 2021

Last updated: 6 September 2023

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1

Dhoska, Klodian, Saimir Tola, Agus Pramono, and Indrit Vozga. "Evaluation of measurement uncertainty for the determination of the mechanical resistance of the brick samples by using uniaxial compressive strength test." International Journal of Metrology and Quality Engineering 9 (2018): 12. http://dx.doi.org/10.1051/ijmqe/2018012.

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Clay bricks are the most important engineering materials that can influence the quality of the construction. The quality control of the clay bricks is of prime importance to improve the quality of engineering construction. The qualities of bricks for construction applications should be checked for various types of inspection services. In this article, our inspection service was focused on compression strength test on bricks to determine their mechanical resistance and suitability for construction work. The accurate method for clay brick's production measurements has been elaborated using uniax

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2

P. Nandurkar, B., and Dr A. M. Pande. "Critical studies on bond strengths of masonry units." International Journal of Engineering & Technology 7, no. 4 (2018): 2250. http://dx.doi.org/10.14419/ijet.v7i4.15308.

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Performance of masonry is normally attributed to compressive strength of individual units, water absorption of individual units, strength of masonry mortar and the bond between mortar and individual units. Many researches in the past have contributed towards the bond strength and relevance of compressive strength of mortar in achieving good bonds. However, the quality of bricks available in India significantly vary from region the region. Thus, a need is felt in understanding bond strength of masonry. In this paper three types of mortars(total nine combinations), two types of bricks (red clay

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3

Suciu, Ovidiu, Radu Cruciat, and Cristian Lucian Ghindea. "Experimental Case Studies on Clay Fired Bricks Compressive Strength." Key Engineering Materials 601 (March 2014): 215–18. http://dx.doi.org/10.4028/www.scientific.net/kem.601.215.

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Modern age manufacture technology requires controlled conditions for the burning and pressing of the clay bricks, while in the past these aspects weren't strictly controlled. It is expected to have different behaviours of the brick units for existing masonry buildings, as a result of the diverse fabrication technologies at different moments in time. The present paper presents a case study about the experimental testing on two batches of clay fired bricks. First batch is obtained from an existing structures and the second batch is represented by new bricks. Compression tests were conducted on s

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Chang, Jin, Shi-lin Luo, Aierken Ailifeila, Lin-lin Chong, and Jian-qing Jiang. "Effects of Coarse and Fine Crushed Clay Brick Content on the Compressive Strength of Recycled Aggregate Concrete and the Microscopic Mechanism." Geofluids 2022 (May 29, 2022): 1–12. http://dx.doi.org/10.1155/2022/1341185.

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The objective of this study is to investigate the compressive strength and microstructural evolution of recycled aggregate concrete (RAC) containing coarse and fine clay brick aggregates. The compressive strength tests, scanning electron microscopy (SEM) observations, and X-ray diffraction (XRD) tests were performed on RAC and natural aggregate concrete (NAC) containing different coarse and fine crushed clay brick contents. The results showed that the compressive strength of NAC and RAC decreased with the increase of crushed clay brick content, and the growth rate of their compressive strength

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Mulinta, Soravich. "Influence of Grog and Cement on Physical and Mechanical Properties of Unfired Clay Bricks." Key Engineering Materials 608 (April 2014): 41–46. http://dx.doi.org/10.4028/www.scientific.net/kem.608.41.

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The objective of this study is to investigate the effect of red clay, grog and cement content (5,10,15,20%) on unfired clay brick’s properties. The comparative properties of construction bricks produced by the community fulfilled the requirements of Thai industrial standard (TIS 77-2545) for brick processing in Small and Micro Community Enterprise of Clay Brick Making Group in Son Bun Reung village. The physical and mechanical properties were tested consisting of the volume shrinkage, bulk density, appearance porosity, moisture expansion, slaking, compressive and fractural strength. The result

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6

Mail, Abdul, Ebang, Nurhayati Fauf, and Muhammad Fachry Hafid. "Composition Analysis of Perforated Concrete Roster Raw Materials To Improve Product Compressive Strength Using Experimental Design Approach." Journal of Industrial System Engineering and Management 1, no. 1 (2022): 27–35. http://dx.doi.org/10.56882/jisem.v1i1.5.

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The compressive strength of lightweight bricks produced by CV. Sinar Jaya Maros has a very high variation because there is no standard raw material composition that meets SNI standards, according to SNI 03-0349-1989 that the requirements for hollow concrete bricks for K-350 concrete quality must have a compressive strength of 350 kg/cm2. This research was conducted to design an improvement or quality improvement of hollow concrete brick products in CV. Sinar Jaya Maros. The quality improvement is in increasing the compressive strength of the concrete brick with an optimal composition. Quality

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7

Djaelani, Mohammad, Didit Darmawan, Ella Anastasya Sinambela, and Rahayu Mardikaningsih. "Comparison Study Of Compressive Strength Of Red Bricks And Light Bricks." Jurnal Ilmiah Vastuwidya 5, no. 2 (2022): 1–5. http://dx.doi.org/10.47532/jiv.v5i2.662.

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The progress of development in Indonesia is very rapid, building materials are demanded to have very good quality. The purpose of this study is to determine the comparison of the compressive strength of red brick and lightweight brick as it should be in the field of development that affects economic development, in this study it is very useful for the community when buying materials. This type of research is qualitative. The data was obtained by conducting research on data analysis techniques. used is to use a formula to determine the value of compressive strength. The results showed that red

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8

Dzulkifli, NA, RC Omar, Fathoni Usman, Hairin Taha, and KA Sanusi. "Compressive Strength of Vege-Grout Bricks." International Journal of Engineering & Technology 7, no. 4.35 (2018): 516. http://dx.doi.org/10.14419/ijet.v7i4.35.22902.

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Brick is one of largest material used in construction of infrastructure all over the world. A conventional bricks such as clay brick and concrete brick are produced from clay with high temperature kiln firing and from ordinary Portland cement (OPC) concrete respectively. Both of this activities lead to CO2 emission. The burning process requires high temperature at the same time release carbon dioxide and pollute the environment. At present, carbon emissions has become a crucial issues in the society that must be solved. Several studies had demonstrated that brick can be produced from bacteria

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9

Sonata, Herix, Dewi Yudiana Shinta, and Mulyadi Mulyadi. "PEMANFAATAN ABU LIMBAH KERTAS PADA PEMBUATAN BATU BATA." Jurnal Ilmu Lingkungan 15, no. 1 (2021): 109. http://dx.doi.org/10.31258/jil.15.1.p.109-120.

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The increasing number of population each year makes the number of building needs for houses, buildings, schools, offices and other infrastructure will increase. In general, building consumption cannot be separated from the use of bricks as a form of wall construction in building construction. The size and compressive strength of bricks circulating in the market are of poor quality which comes from fabrication, local work or home industries. In the brick-making process, bricklayers only use certain types of soil to maintain the quality of brick production. As a result, the availability of soil

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10

Guo, Chen, Jiafeng Kong, Zhenghua Wang, et al. "Study on Preparation and Properties of Sintered Brick from Multi-Source Solid Waste." Applied Sciences 12, no. 19 (2022): 10181. http://dx.doi.org/10.3390/app121910181.

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The recycling of construction waste and the use of a new sintering process in the field of sintered bricks can greatly solve the problems of clay resource depletion, soil structure destruction, and high CO2 emissions that always limit the development of the sintered brick field. The study was carried out using an orthogonal experiment to derive the optimal mix ratio for the preparation of sintered bricks, and subsequently, the sintered bricks were prepared using the optimal mix ratio. The experimental results show that the maximum compressive strength of construction waste sintered brick (MRB

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11

Muyen, Z., TN Barna, and MN Hoque. "Strength properties of plastic bottle bricks and their suitability as construction materials in Bangladesh." Progressive Agriculture 27, no. 3 (2016): 362–68. http://dx.doi.org/10.3329/pa.v27i3.30833.

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Among several waste reduction strategies, one that is gaining momentum is the development of construction materials that reuses a number of solid wastes. The bottle brick is one such invention. Waste Polyethylene Terephthalate (PET) bottles packed with other dry solid wastes or sand and earth has been successfully used in a number of countries around the world. This study looked into the strength properties of waste PET bottles filled with fine sand. Five different sizes (250, 500, 1250, 1500 and 2000ml) of waste PET bottle bricks were tested for compressive strength and the largest bricks g

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12

Namboonruang, Weerapol, Rattanakorn Rawangkul, Wanchai Yodsudjai, and Nutthanan Suphadon. "1 Year Long Term on Strength Properties of Pozzolanics Local Soil Bricks." Advanced Materials Research 399-401 (November 2011): 1381–85. http://dx.doi.org/10.4028/www.scientific.net/amr.399-401.1381.

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This work emphasizes on the study of Pozzolanics Local Soil Brick properties. The compressive strength and flexural strength on modulus of rupture properties are investigated. At the ratio of 5% Portland cement type 1 and 30% fly ashes by weight at water powder ratio (w/p) 0.3525. This brick is called as Pozzolanics soil bricks. Their properties are compared to soil cement bricks (RCM35) at the age of 3, 7, 14, 28, 60, 90, 120, 150, 180, 210, 240, 270, 300, 330 and 360. Results show that the compressive strength and flexural strength increase with increasing curing time. The compressive streng

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13

Medika, Yovanda Putra, Elhusna Elhusna, and Ade Sri Wahyuni. "PENGARUH PROSES PENGADUKAN TANAH LIAT TERHADAP KUAT TEKAN BATA MERAH." Inersia, Jurnal Teknik Sipil 10, no. 2 (2019): 29–34. http://dx.doi.org/10.33369/ijts.10.2.29-34.

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One of the conventional brick production processes is the clay stirring process, which the red brick clay mortar mix is, done by stepping on it. This research is aimed to know the duration of stepping on the process of the clay mortar mixing to the red brick properties. The method of this research is experimental. The brick making process is done in the way that the factory does. The variation of stepping on brick dough is about 20, 25, 30, 32, 35 and 40 minutes where 32minutes is factory time. The objects of the test created on this research is 15 for normal bricks and 90 for variation bricks

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14

Panennungi, T., Bakhrani A. Rauf, Asmah Adam, Irma Aswani Ahmad, and Onesimus Sampebua. "Mechanical Properties of Brick Using Rice Husk Ash." IOP Conference Series: Earth and Environmental Science 1209, no. 1 (2023): 012005. http://dx.doi.org/10.1088/1755-1315/1209/1/012005.

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Abstract Rice husk waste is very much produced because Indonesia is an agricultural country. This waste is freely burned around the factory and produces ash. This study used rice husk ash as an additive in bricks. This research aims to describe: (1) the compressive strength of brick with various percentages of RHA (0% - 15%), (2) the water absorption of brick with various percentages of RHA (0% - 15%), and (3) quality level of compressive strength and water absorption based on Indonesian Standard SNI 15-2094-2000. The methods are: (1) preparation of clay and rice husk ash, (2) produce brick wi

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15

Huang, Bing Zhang, Jun Lai, Bang Biao Huang, and Ji Zhen Zhu. "Experimental Study on the Effect to Compressive Strength of Flux on Sludge Lightweight Sintered Shale Brick." Advanced Materials Research 838-841 (November 2013): 2330–33. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.2330.

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The study of compressive strength of brick is very important and valuable in Mechanical testing. In this paper, an experiment on the effect to compressive strength of flux on sludge lightweight sintered shale brick is presented in details, by studying different ratio of raw materials, finding a scientific processing method for municipal sludge and getting a new method to improve bricks compressive strength. Experiments take different ratio of municipal sludge shale brick and flux as materials, making maximum firing temperature of 950°C, finding different sludge lightweight sintered shale brick

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16

Farazela, MS, MN Arib, MS Muhamad Azmi, AS Shazmin Aniza, and AZ Azhan. "Compressive Strength Performance of Composite Sand Cement Brick with Power Saw Wood." Journal of Physics: Conference Series 2051, no. 1 (2021): 012050. http://dx.doi.org/10.1088/1742-6596/2051/1/012050.

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Abstract Malaysia is experiencing an unprecedented growth of its urban centre due to its developing economy and industrialization, causing the demand of bricks production to be high. This increased the price of river sand. Further, the river sand may be depleted in the future if there is no alternative taken in reducing the usage of river sand in building materials due to the limited natural resources supply. Therefore, this research concentrates on using waste material like wood fiber waste (WFW) in order to reduce river sand in the fabrication of composite sand cement brick. This research is

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17

Thenmozhi, R., and K. Saranya. "Study on Compressive Strength of Reinforced and Cavity Wall Brickwork." IOP Conference Series: Earth and Environmental Science 1086, no. 1 (2022): 012048. http://dx.doi.org/10.1088/1755-1315/1086/1/012048.

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Abstract The research of the mechanical behaviour of reinforced and cavity wall brickwork is the focus of this paper. In this paper, the casting of specimens are done manually and totally 18 specimens are prepared. The different proportions were followed for casting the bricks and specimens. The bricks used are red bricks, fly ash bricks and solid bricks. Conventional method of casting is done using mortar and casting of reinforced brick prism is done with red bricks, fly ash bricks and solid bricks. The cavity wall is constructed and finally the compressive strength is estimated for the reinf

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18

K.C, Anusha, Prakriti Maharjan, Sujan Kumar Shrestha, Sujan Rayamajhi, and Anil Ratna Shrestha. "Production and Carbon Emission Calculation of Bricks Incorporating Construction And Demolition Waste and Pet Pellets." Journal of Advanced College of Engineering and Management 8, no. 1 (2023): 1–14. http://dx.doi.org/10.3126/jacem.v8i1.55907.

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The study aims to incorporate solid wastes in the brick where cement is the binding agent and perform the comparative analysis of mechanical properties (compressive strength, density, and water absorption). Polyethylene Terephthalate (PET), and Construction and Demolition waste are the wastes that partially replace sand in the mixture of cement and sand. The compressive strength, water absorption, and dry density of the waste-incorporated bricks are determined which are compared with all parameters of the traditional bricks. The brick with 2% PET showed the best compressive strength of 13.515

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Nanda, Mahdika Putra. "Experimental Study of The Addition of Palm Fiber (Arenga Pinnata) as Fiber Against The Compressive Strength of Pozzolan Bricks." Jurnal Teknik Sipil dan Perencanaan 24, no. 2 (2022): 118–24. http://dx.doi.org/10.15294/jtsp.v24i2.36940.

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Abstract. Brick is a building material widely used as a construction material for walls and fences, one of which uses Pozzolan brick. Pozzolan brick is made from Trass, lime, or cement. A local material that can be used as an additional fiber in the mixture of Pozzolan brick making is fibers, because it has been proven that the addition of fibers in concrete can improve its physical and mechanical properties, in addition, the fibers also have a hard rotten nature because there is no decomposer that can decompose them. Thus, it is necessary to investigate the addition of fibers as fiber in Pozz

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20

Yuan, Jian Li, Yun Yang, and Sheng Nan Peng. "Experimental Study on the Material and Environmental Property of Ancient Adobe Brick." Advanced Materials Research 1120-1121 (July 2015): 1485–90. http://dx.doi.org/10.4028/www.scientific.net/amr.1120-1121.1485.

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Aiming at the environmental property and damage mechanism of ancient adobe buildings, the material components, compressive strength and freezing-thawing resisting performance of ancient adobe bricks were tested and analyzed. Based on test data, the power function relation between nondestructive rebound value and compressive strength of adobe bricks was established, and the nonlinear correlation curve between mass loss rate and freezing–thawing cycles of adobe bricks was also determined. The study shows that the compressive strength of ancient adobe brick is greater than that of adobe in tradit

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21

Ni'mah, Lailan, Isna Syauqiah, Agus Mirwan, Doni Rahmat Wicakso, and Hesti Wijayanti. "BATAKO DARI LIMBAH BOTOL PLASTIK : TINJAUAN KUAT TEKAN." AL ULUM JURNAL SAINS DAN TEKNOLOGI 5, no. 1 (2019): 26. http://dx.doi.org/10.31602/ajst.v5i1.2560.

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This research was conducted with the aim of plastic bottle waste utilization in the manufacture of plastic bricks and to find out how much the compressive strength of plastic bricks produced. The variations used in this study are plastic bottle waste:glue = 1:1; plastic bottle waste:sand = 1:1 (without layer) and plastic bottle waste:sand = 1:1 (with 3 layers). From the test results show that the plastic brick with a variation of plastic bottle waste:glue = 1:1 has a compressive strength of 34980 N / mm2; plastic bottle waste:sand = 1:1 (without layer) has compressive strength of 18340 N / mm2

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22

Netinger Grubeša, Ivanka, Martina Vračević, Vilma Ducman, Berislav Marković, Imre Szenti, and Ákos Kukovecz. "Influence of the Size and Type of Pores on Brick Resistance to Freeze-Thaw Cycles." Materials 13, no. 17 (2020): 3717. http://dx.doi.org/10.3390/ma13173717.

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This paper estimates the frost resistance of bricks using the ratio of compressive strength before freezing to compressive strength after freezing to describe the damage degree of bricks being exposed to freeze-thaw cycles. In an effort to find the ratio that clearly distinguishes resistant bricks from non-resistant bricks, the authors attempted to establish the correlation between the ratio and Maage factor as a recognized model for assessing brick resistance. To clarify the degree of damage of individual bricks, the pore size distribution has been investigated by means of mercury porosimetry

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Ahmad, Irma Aswani, Fildzah Atika, and Ahmad Rifqi Asrib. "CHARACTERISTICS OF BRICKS WITH RICE HUSK ASH FROM BRICK PRODUCTION WASTE." Indonesian Journal of Multidisciplinary Science 1, no. 9 (2022): 1031–36. http://dx.doi.org/10.55324/ijoms.v1i9.170.

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Concrete brick is one of the most widely used materials for walls. In fact, in the field, many bricks are damaged quickly, for example, broken or damp. This research aims to discover the process of making concrete brick using husk rice ash as additives and the difference in quality between ordinary brick and brick made from added rice husk ash. Adding rice husk ash is to utilize the husk waste, which is available in huge quantities. This research was conducted in a laboratory, using the analysis technique of compressive strength of the specimen and water absorption according to SNI 03-0349-198

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Patil, Suresh D., and Samruddhi S. Thorawade. "Comparative Study of Solid and Hollow Laterite Soil Cement Press Brick for Different Proportion." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 4649–60. http://dx.doi.org/10.22214/ijraset.2022.43398.

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Abstract: Brick is one of the important construction materials in the building. There are so many different types of bricks present in the market, like burnt brick which is the most common brick used in the construction industry. There are so many disadvantages of burnt brick like air pollution, wastage of material, not proper baking, etc. For this brick, laterite soil cement press brick is the best option and can be used effectively in future. In this project the solid and hollow brick of laterite soil cement press brick were formed by varying proportion of fly ash. The tests like compressive

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Norhayati, A. W., A. Suraya Hani, I. Abdul Hadi Izaan, et al. "Properties of cement bricks containing sago fine waste (SFW) with different water-cement ratio." IOP Conference Series: Earth and Environmental Science 1205, no. 1 (2023): 012050. http://dx.doi.org/10.1088/1755-1315/1205/1/012050.

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Abstract Cement is a key material in the construction industry. However, this widespread use adversely affects the environment. The replacement of cement with waste materials, mainly agricultural wastes, can reduce the impact of environmental pollution and result in sustainable construction. Sago fine waste (SFW) is a fibrous residue from waste from sago milling operations where physical treatment has been made. This study used SFW as a partial cement replacement material in cement brick and the effect of adding SFW to cement brick properties. Brick samples are designed with five different per

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Purnomo, Heru, Rahmat N. D. Syah, Mochammad R. Syaifulloh, Srikandi W. Arini, Essy Arijoeni Basoenondo, and Madsuri Satim. "Influence of Water Content of Soil to Strength of Unfired Soil Lime Bricks." Applied Mechanics and Materials 719-720 (January 2015): 187–92. http://dx.doi.org/10.4028/www.scientific.net/amm.719-720.187.

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The paper discusses strength-time relation of unfired soil-lime bricks in presence of different water content of soil as one of principal materials for the brick making. Two batches of soil-lime bricks were made with a mixture of lime, soil and water with a mass proportion of 1: 5.7: 1. Water contents of the first and second batch of soil are 30% and 40.581% respectively. Both batches of brick underwent compression and three point bending test. Absorption and physical change of bricks were also evaluated. Experimental investigation reveals that for both batches of bricks, up to 90 days compres

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Ari Winata, Al Havis, Ishak Ishak, and Ana Susanti Yusman. "PENGARUH PENAMBAHAN LIMBAH BOTOL KACA TERHADAP DAYA SERAP AIR DAN UJI KUAT TEKAN BATU BATA MERAH." Ensiklopedia Research and Community Service Review 2, no. 1 (2022): 193–99. http://dx.doi.org/10.33559/err.v2i1.1412.

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The background of the author doing this research is to improve the construction of houses at this time. This study aims to determine the benefits and strength of ordinary red bricks without mixing with red bricks that have been mixed with glass bottle waste and also to determine the value of water absorption and the value of the compressive strength of red bricks that have been added to a mixture of glass bottle waste. The research that the author did here made samples of bricks and tested water absorption, compressive strength, and made samples in a brick factory located in Manggis Village, M

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Munthe, Agyanata Tua, Mekharisman Zendrato Zendrato, Syafwandi Syafwandi, and Agung Sumarno. "Effect of Adding Palm Fiber And Substitution of Bricks With Coarse Aggregate on The Compressive Strength of Concrete." ADRI International Journal of Civil Engineering 7, no. 1 (2022): 159–64. http://dx.doi.org/10.29138/aijce.v7i1.76.

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The research was conducted to determine the effect of the adding palm fiber which is one of the materials that can be used as an ingredient added to improves the compressive strength of concrete. As for the bricks made from clay, which became one of the added material on the gravel. The use palm fibers on each mix of concrete with the variation of 1%, 1,5%, 2%, and 3%, while the use of substitution of bricks with coarse aggregate is 3% and 5%. Testing the compressive strength of concrete is done at the age of 14 days and 28 days. The research results are obtained: normal concrete (without fibe

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Mollaei, S. "Laboratory Study of High-Resistance Laterite-Based Geopolymer Bricks." Scientific Bulletin of Naval Academy XIV, no. 2 (2021): 101–11. http://dx.doi.org/10.21279/1454-864x-21-i2-009.

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A high amount of energy is required to produce different types of clay and sand-lime bricks, and a huge amount of carbon dioxide is released into the atmosphere. Also, brick waste from the destruction of dilapidated buildings pollutes the environment. The application of pozzolanic sources containing aluminosilicate and alkaline activators can be beneficial in the production of Geopolymer bricks, which do not need to be baked in a furnace and can be recycled for industrial and port facilities. A laterite-based Geopolymer brick mix design was introduced in this study as an environmental-friendly

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Astriani, Nelly, Elhusna Elhusna, and Ade Sri Wahyuni. "PENGARUH PENAMBAHAN FLY ASH DAN KONDISI ADUKAN TANAH LIAT TERHADAP KUAT TEKAN BATA MERAH." Inersia, Jurnal Teknik Sipil 9, no. 2 (2019): 33–38. http://dx.doi.org/10.33369/ijts.9.2.33-38.

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This article describes the research result of the effect of adding fly ash and water concentration of clay on red bricks’ compressive strength. Fisis characteristic and bricks’ compressive strength is according to SNI 15-2094-2000. Variation of fly ash that were used were 5%, 10%, 15%, 20%, 25%, and 30% from the weight of clay. Adding water concentration was based on three criterions of mortar clay condition, namely hard, normal, and soft. Hardmortar clayis a condition of the clay mixture which used less water than the normal mixture. Normal mixture is a condition ofthe clay mixture which used

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Zheng, Shansuo, Lihua Niu, Pei Pei, and Jinqi Dong. "Mechanical Behavior of Brick Masonry in an Acidic Atmospheric Environment." Materials 12, no. 17 (2019): 2694. http://dx.doi.org/10.3390/ma12172694.

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In order to evaluate the deterioration regularity for the mechanical properties of brick masonry due to acid rain corrosion, a series of mechanical property tests for mortars, bricks, shear prisms, and compressive prisms after acid rain corrosion were conducted. The apparent morphology and the compressive strength of the masonry materials (cement mortar, cement-lime mortar, cement-fly ash mortar, and brick), the shear behavior of the masonry, and the compression behavior of the masonry were analyzed. The resistance of acid rain corrosion for the cement-lime mortar prisms was the worst, and the

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Phonphuak, Nonthaphong. "Application of Dry Grass for Clay Brick Manufacturing." Key Engineering Materials 757 (October 2017): 35–39. http://dx.doi.org/10.4028/www.scientific.net/kem.757.35.

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In this paper, effects of incorporation of dry grass on the properties of clay bricks were investigated. Clay bricks fabricated with 0, 2.5, 5 and 7.5 % (w/w) of dry grass were tested. The clay brick specimens were fired at 900, 1000 and 1100 °C to study for bulk density, apparent porosity water absorption and compressive strength of brick samples were investigated. Results revealed that the bulk density of clay bricks were reduced when dry grass dosages increased. Results also shown that the increasing in bulk density were obtained when the firing temperature increased. The compressive streng

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Halauddin, Halauddin. "PENGARUH PENAMBAHAN SEKAM PADI DAN POLIMER EMULSI POLY VINYL ACECATE CO ACRYLIC PADA TANAH LEMPUNG DENGAN OBJEK PENGUJIAN KEKUATAN BATU BATA MENGGUNAKAN METODE UNIAXIAL." Inersia, Jurnal Teknik Sipil 9, no. 1 (2019): 39–46. http://dx.doi.org/10.33369/ijts.9.1.39-46.

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Research on the effect of the addition of rice husk and poly vinyl acetate emulsion polymer co acrylic (PVA) on clay have been conducted to see the strength of brick. Calculation of strength compared to brick by rice husks and polymer emulsion and given rice husk without any emulsion polymer. Provision of rice husk to batter was fixed at 9:1, while the provision of PVA polymer mixture for each batter with varying percentage are 1%-7%. Based on the results of the research, showed that: uniaxial compressive strength test resultsbricks to mix rice husk without PVA emulsion polymer was 28,7kg/cm2(

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Sun, Zhong Jian, Mei Ling Tian, and Yan Feng Fang. "Experimental Research on Mixture Ratio and Mechanical Properties of Unburned Brick with Shell Ash and Fly Ash." Advanced Materials Research 250-253 (May 2011): 3299–304. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.3299.

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The unfired bricks which regarded as a new green wall material are produced by fly ash, shell ash (renewable resources), cement and lime as the main raw materials, and together with the chemical activator. The essential mixture ratio is designed on the experimental result of its mechanical properties and durability. The bricks are water conserved in the condition of normal temperature and pressure. We respectively research the compressive and flexural strength and frost resistance of the unburned brick. The results show that the optimum mixture ratio for unburned bricks are: fly ash 41%, cemen

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Abbass, Wasim, Safeer Abbas, Fahid Aslam, et al. "Manufacturing of Sustainable Untreated Coal Ash Masonry Units for Structural Applications." Materials 15, no. 11 (2022): 4003. http://dx.doi.org/10.3390/ma15114003.

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Burnt clay bricks are one of the most important building units worldwide, are easy and cheap to make, and are readily available. However, the utilization of fertile clay in the production of burnt clay bricks is also one of the causes of environmental pollution because of the emission of greenhouse gases from industrial kilns during the large-scale burning process. Therefore, there is a need to develop a new class of building units (bricks) incorporating recycled industrial waste, leading toward sustainable construction by a reduction in the environmental overburden. This research aimed to exp

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Srisuwan, Anuwat, Supachai Sompech, Chiawchan Saengthong, Sukhontip Thaomola, Prinya Chindraprasirt, and Nonthaphong Phonphuak. "Preparation and properties of fired clay bricks with added wood ash." Journal of Metals, Materials and Minerals 30, no. 4 (2020): 84–89. http://dx.doi.org/10.55713/jmmm.v30i4.918.

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This study was designed to determine the effects of wood ash on the physical and mechanical properties of fired clay bricks. The clay bricks were fabricated with the addition of 0, 4, 8, 12, and 16% by weight of wood ash. Strength development of brick was cased by fired at 900, 1000, and 1100°C for 40 min. The experimental results demonstrated that the physical property and strength of the fired clay bricks depend on the wood ash content and firing temperature. Higher wood ash content affected an increase in porosity and water absorption, while the bulk density of the clay bricks was reduced.

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Sugianto, Iin, Dwi Sabda Budi Prasetya, and Sukainil Ahzan. "Penggunaan Eceng Gondok Sebagai Filler untuk Meningkatkan Kuat Mekanik Batako Ringan Berbahan Dasar Limbah Emas." Lensa : Jurnal Kependidikan Fisika 6, no. 2 (2018): 43. http://dx.doi.org/10.33394/j-lkf.v6i2.1135.

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[Title: The use of water hyacinth as a filler to improve the strength of lightweight brick making based on gold waste]. Research objectives is to testing the compression of lightweight brick. This research was conducted through three stages: Creating lightweight bricks (from waste mining of gold and water hyacinth) horizontally, orthogonally, and randomly. Characterization of the sample as follows: density, and compressive strength. The results show that the best compression analysis at low densities of light bricks horizontally, orthogonally and randomly in compositions: 70% GMW + 30% WH = 0.

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Shin, Dae Yong, and Kyung Nam Kim. "Manufacturing of Construction Materials from Municipal Incinerator Residue." Materials Science Forum 569 (January 2008): 209–12. http://dx.doi.org/10.4028/www.scientific.net/msf.569.209.

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Municipal incinerator residue (MIR) was used as raw material to replace clay to manufacture bricks. Brick specimens were substituted from 0 to 50 wt% MIR by 10 wt% increment for clay. Clay-MIR brick specimens were fired at 800~1050°C for 2 h. Firing shrinkage, bulk density, water absorption rate and compressive strength were investigated. Leaching procedure tests were also conducted to characterize toxicity. Increasing MIR contents resulted in a decrease in water absorption rate, firing shrinkage and increase in compressive strength of bricks. It was found that when brick specimen with 50 wt%

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Yang, Xue Qing, Zhuo Wang, Jie Guang Song, and Lu Zhong. "Effect of Sintering Aids on Performance of Manganese Tailings Permeable Bricks." Solid State Phenomena 331 (April 29, 2022): 221–26. http://dx.doi.org/10.4028/p-2u7ps0.

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As a kind of sponge city water-permeable material, permeable brick has good water permeability, chemical stability, corrosion resistance and weather resistance. Therefore, the development of permeable brick also broadens the engineering application market for its application. The discharge of a large amount of manganese slag will cause serious environmental pollution, and the problem of manganese tailings accumulation is serious. There is no ideal treatment method at present. In this paper, manganese tailings slag is used as the main raw material to prepare sponge city permeable bricks, thereb

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Jeong, Jae Ah, and Woo Keun Lee. "Preparation of Lightweight Bricks Using Sewage Sludge." Advanced Materials Research 378-379 (October 2011): 619–22. http://dx.doi.org/10.4028/www.scientific.net/amr.378-379.619.

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8,285 tons/day of sewage sludge was discharged in 2009. Our study investigated improving sewage sludge’s recyclability by making lightweight bricks from it. The bricks’ compressive strength, specific gravity, water absorption and so on were measured to evaluate its characteristics. Its compressive strength ranged from 1.11 MPa to 10.92 MPa (3-class clay brick, the Korean standard, is 10.78 MPa or more). Its highest compressive strength was obtained at the mixing ratio of SS:MBA:BFS:WA = 6:1:1:2, and its range of specific gravity was 0.73–1.02 g/cm3. Heavy metal did not leach from it. Therefore

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Yudhiansyah, Ali, Ishak Ishak, and Deddy Kurniawan. "ANALISIS UJI KUAT TEKAN BATAKO DENGAN CAMPURAN DEDAK PADI." Ensiklopedia Research and Community Service Review 1, no. 2 (2022): 79–86. http://dx.doi.org/10.33559/err.v1i2.1129.

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Brick is one of the building materials in the form of rock whose hardening is not burned and in the form of a mixture of sand, cement, water, and in its manufacture can be added with other materials (additive). Printed in such a way as to meet the requirements that can be used as material for wall cladding. One alternative that will be used to overcome the above problems is to make bricks with rice bran added material. By utilizing agricultural waste in the form of rice bran, it is expected to reduce environmental pollution and reduce damage to agricultural land. then the formulation of the pr

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Vivek, S., V. Priya, S. T. Sudharsan, K. Thanukrishna, and R. Vignesh. "Experimental Investigation on Bricks by Using Cow Dung, Rice Husk, Egg Shell Powder as a Partial Replacement for Fly Ash." Asian Review of Civil Engineering 9, no. 2 (2020): 1–7. http://dx.doi.org/10.51983/tarce-2020.9.2.2556.

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The usage of solid waste materials in the production of construction materials has received considerable attention across the world. Various types of bricks are used in construction. The most common are conventional bricks. Owing to the exploitation of large amount of natural resources in the manufacturing of conventional bricks, we provide an alternative solution for conventional bricks through this project. The present study investigates the feasibility of using rice husk powder, cow dung and egg shell powder in the manufacturing of fly ash bricks. Fly ash bricks of different compositions wi

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Giri, Jyoti Prakash, and Monalisa Priyadarshini. "Quantification of Non-conventional Brick’s Characteristic Compressive Strength." IOP Conference Series: Materials Science and Engineering 1236, no. 1 (2022): 012003. http://dx.doi.org/10.1088/1757-899x/1236/1/012003.

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Abstract Now-a-days researches are concentrating on the utilization of waste materials in construction industry. Fly ash is one of the waste originated from industrial, is the main concern in the present study for brick manufacturing. As fly-ash is a by-product, its properties may vary from source to source resulting variation in strength of the brick. To confirming this, the main focus of the present study was to fabricate a hydraulically operated semi-automatic brick pressing machine followed by preparation of fly ash brick using that and study on the variation of brick strength. Later on, a

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Azam, Rizwan, Muhammad Rizwan Riaz, Ehtasham Ul Haq, Ayman Shihata, and Mohamed Zawam. "Development of Quality Assessment Criteria for Burnt Clay Bricks of Different Ages Based on Ultrasonic Pulse Velocity Test." Buildings 12, no. 8 (2022): 1069. http://dx.doi.org/10.3390/buildings12081069.

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Burnt clay bricks are widely used as a construction material in Pakistan, and their testing for quality confirmation is frequently needed for new and old bricks used in existing structures. The destructive testing methods are time-consuming and not always feasible for testing the bricks used in existing structures. The current study investigated the feasibility of using the ultrasonic pulse velocity (UPV) test as a non-destructive technique to assess the quality of both new and old bricks in masonry structures. A relationship was developed after performing the UPV test followed by a compressio

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Jusi, Ulfa, Harnedi Maizir, and Randhi Saily. "PENGARUH PENAMBAHAN KAPUR TOHOR TERHADAP SIFAT MEKANIS BATA RINGAN." INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) 4, no. 1 (2021): 21. http://dx.doi.org/10.25105/cesd.v4i1.9377.

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<p align="center"><strong>Abstract</strong></p><p>Light brick is an alternative material in the construction sector that has an efficiency value, in addition to being lighter than conventional bricks for building loads, lightweight bricks also reduce the use of materials during construction. One of the uses of light bricks is on walls. This is because the walls contribute to the heavy load on the building structure. Along with the development of the use of light bricks, research was carried out on light bricks with quick lime mixture as a substitute for part of th

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Salazar P, Araceli, R. H. Chávez T, J. A. Pichardo S, and Ulises Pichardo S. "PHYSICOCHEMICAL CHARACTERIZATION OF RAW MATERIALS FOR THE MANUFACTURING OF BRICK." EPH - International Journal of Science And Engineering 4, no. 1 (2018): 1–5. http://dx.doi.org/10.53555/eijse.v4i1.130.

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Brick manufacturing is a traditional activity carried out by the practical knowledge transmitted person to person, why there is no documentation on the raw material and manufacturing process control. The objective of this study was to determine the physicochemical characteristics of the raw material used in the fabrication of the Bricks, as a first instance to be able to make future changes for the quality assurance of the process that allow increasing the resistance to compression of the bricks. A mechanical test about the compressive strength of bricks before and after heat treatment was mad

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Gao, Yang, Bin Peng, Chao Wang, and Rong Liu Gu. "Probability Model of the Compressive Strength of Bricks Based on the Bayesian Inference." Advanced Materials Research 663 (February 2013): 261–64. http://dx.doi.org/10.4028/www.scientific.net/amr.663.261.

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The compressive strength of bricks used in masonry structures is difficult to deterministically evaluate because of its uncertain nature. It is realistic to model the strength in a probability manner. Compressive tests for bricks were conducted, and then a probability model of the strength was proposed through the Bayesian inference and based on the test results. The model appropriately represented the uncertainty inherent in the brick strength, and can be used to draw characteristic strength values for structural design or assessment.

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Youssef, Nicolas, Zoubeir Lafhaj, and Christophe Chapiseau. "Economic Analysis of Geopolymer Brick Manufacturing: A French Case Study." Sustainability 12, no. 18 (2020): 7403. http://dx.doi.org/10.3390/su12187403.

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This paper presents an economic analysis of manufacturing geopolymer bricks for use in the construction sector. The manufacturing processes of both geopolymer bricks and traditional fired bricks were investigated. For this study, we collected and analyzed all phases of geopolymer brick production from the extraction of raw materials to storage. Seven formulations of geopolymer bricks based on clay and waste bricks were analyzed. We considered the cost of raw materials and logistics operations in the production line of brick manufacturing. The results of this study prove that the manufacturing

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Arshad, Mohd Fadzil, Warid Wazien Ahmad Zailani, Anuar Abdul Wahab, et al. "Potential of Coal Bottom Ash as Fine Aggregates in The Production of Lightweight Brick." Journal of Sustainable Civil Engineering and Technology 1, no. 1 (2022): 42–49. http://dx.doi.org/10.24191/jscet.v1i1.42-49.

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The use of coal bottom ash, a by-product from the coal burning process in lightweight bricks production is getting more attention worldwide including in Malaysia. The main objective of this research is to assess the extended potential of bottom ash to produce lightweight bricks. The green technology-based lightweight bricks in this study are designed using the by-product resulting from the burning of pulverized coal in thermal power plants for electric power generations. The burning of pulverized coal was questioned extensively over the last decades due to the carbon dioxide emission which is

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Maroušková, Aneta, and Jan Kubát. "SOLID BURNT BRICKS’ TENSILE STRENGTH." Acta Polytechnica CTU Proceedings 13 (November 13, 2017): 75. http://dx.doi.org/10.14311/app.2017.13.0075.

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This paper deals with experimental testing of solid burnt bricks and mortar in pure (axial) tension. The obtained working diagrams will be further use for a detailed numerical analysis of whole brick masonry column under concentric compressive load. Failure mechanism of compressed brick masonry column is characterized by the appearance and development of vertical tensile cracks in masonry units (bricks) passing in the direction of principal stresses and is accompanied by progressive growth of horizontal deformations. These cracks are caused by contraction and interaction between two materials

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