完整後設資料紀錄
DC 欄位語言
dc.contributor.authorHuang, CPen_US
dc.contributor.authorPan, JRSen_US
dc.contributor.authorLiu, YRen_US
dc.date.accessioned2014-12-08T15:35:09Z-
dc.date.available2014-12-08T15:35:09Z-
dc.date.issued2005-02-01en_US
dc.identifier.issn0733-9372en_US
dc.identifier.urihttp://dx.doi.org/10.1061/(ASCE)0733-9372(2005)131:2(272)en_US
dc.identifier.urihttp://hdl.handle.net/11536/23854-
dc.description.abstractA large quantity of water treatment residual is generated each year from fresh water treatment plants in Taiwan. Landfill disposal of the nonhazardous sludge is impractical because of the high cost of transportation and an increasing scarcity of landfill sites in Taiwan. The water treatment residual was characterized; the ceramic bodies were prepared and sintered to formulate into building bricks and artificial aggregates. The sintering temperature requirement by the water treatment residual was higher than normally practiced in brick works due to the higher Al2O3 and lower SiO2 content. The excavation waste soil, practically clay, was blended with water treatment residual to improve the brick quality. Under the commonly practiced brick-making condition, up to 15% of water treatment residual could be added to produce first grade brick specified by the National Science Council (NSC). Test results of specific gravity, water absorption, and compressive strength of the artificial aggregates confirmed its applicability in constructions as various degrees of light-weight aggregates.en_US
dc.language.isoen_USen_US
dc.titleMixing water treatment residual with excavation waste soil in brick and artificial aggregate makingen_US
dc.typeArticleen_US
dc.identifier.doi10.1061/(ASCE)0733-9372(2005)131:2(272)en_US
dc.identifier.journalJOURNAL OF ENVIRONMENTAL ENGINEERING-ASCEen_US
dc.citation.volume131en_US
dc.citation.issue2en_US
dc.citation.spage272en_US
dc.citation.epage277en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000226388200012-
dc.citation.woscount11-
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