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    Effect of Organic Content in Biosolids on the Properties of Fired-Clay Bricks Incorporated with Biosolids

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 007
    Author:
    Aruna Ukwatta
    ,
    Abbas Mohajerani
    DOI: 10.1061/(ASCE)MT.1943-5533.0001865
    Publisher: American Society of Civil Engineers
    Abstract: Biosolids are produced following the treatment of wastewater sludge. Millions of metric tons of biosolids are produced around the world each year. This study has investigated the effect of biosolid organic content on the physical and mechanical properties of fired clay bricks. Biosolids produced at Melbourne water eastern treatment plant (ETP) and western treatment plant (WTP) have been used as a partial replacement material for brick soil producing raw mixtures with different amounts of organic content. The raw materials—brick soil and biosolids samples—were first characterized by X-ray diffraction (XRD), X-ray fluorescence (XRF), particle size distribution, Atterberg limits, specific gravity, organic content, and thermal analysis. The test results revealed that the organic content of ETP and WTP biosolids ranged from 6.3 to 23.3%. The green brick samples incorporating biosolids were fired at 1,050°C for three hours, and the fired samples were then tested for the compressive strength, density, cold and hot water absorption, the initial rate of absorption, and mass loss on ignition. The test results showed that all the physical and mechanical properties were highly dependent on the organic content of the raw materials. The compressive strength and density of fired bricks decreased as the organic content in the raw mixture increased. The initial rate of absorption, water absorption, and mass loss on ignition increased linearly with the increasing organic content in the raw brick mixtures. Furthermore, the test results demonstrated that the organic matter present in the raw brick mixtures significantly reduced the energy demand during the firing process of bricks proportionate to the percentage of organic content. The scanning electron microscopy results revealed that the intensity of pores increases with the increase in organic content. The leaching analysis was carried out for the manufactured bricks with different organic content and the results were compared with U.S. Environmental Protection Agency (EPA) regulatory limits.
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      Effect of Organic Content in Biosolids on the Properties of Fired-Clay Bricks Incorporated with Biosolids

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4237791
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    contributor authorAruna Ukwatta
    contributor authorAbbas Mohajerani
    date accessioned2017-12-16T09:02:31Z
    date available2017-12-16T09:02:31Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0001865.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237791
    description abstractBiosolids are produced following the treatment of wastewater sludge. Millions of metric tons of biosolids are produced around the world each year. This study has investigated the effect of biosolid organic content on the physical and mechanical properties of fired clay bricks. Biosolids produced at Melbourne water eastern treatment plant (ETP) and western treatment plant (WTP) have been used as a partial replacement material for brick soil producing raw mixtures with different amounts of organic content. The raw materials—brick soil and biosolids samples—were first characterized by X-ray diffraction (XRD), X-ray fluorescence (XRF), particle size distribution, Atterberg limits, specific gravity, organic content, and thermal analysis. The test results revealed that the organic content of ETP and WTP biosolids ranged from 6.3 to 23.3%. The green brick samples incorporating biosolids were fired at 1,050°C for three hours, and the fired samples were then tested for the compressive strength, density, cold and hot water absorption, the initial rate of absorption, and mass loss on ignition. The test results showed that all the physical and mechanical properties were highly dependent on the organic content of the raw materials. The compressive strength and density of fired bricks decreased as the organic content in the raw mixture increased. The initial rate of absorption, water absorption, and mass loss on ignition increased linearly with the increasing organic content in the raw brick mixtures. Furthermore, the test results demonstrated that the organic matter present in the raw brick mixtures significantly reduced the energy demand during the firing process of bricks proportionate to the percentage of organic content. The scanning electron microscopy results revealed that the intensity of pores increases with the increase in organic content. The leaching analysis was carried out for the manufactured bricks with different organic content and the results were compared with U.S. Environmental Protection Agency (EPA) regulatory limits.
    publisherAmerican Society of Civil Engineers
    titleEffect of Organic Content in Biosolids on the Properties of Fired-Clay Bricks Incorporated with Biosolids
    typeJournal Paper
    journal volume29
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001865
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 007
    contenttypeFulltext
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