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contributor authorJoo-Hwa Tay
contributor authorKuan-Yeow Show
contributor authorSze-Yunn Hong
contributor authorChao-Yu Chien
contributor authorDuu-Jong Lee
date accessioned2017-05-08T21:17:36Z
date available2017-05-08T21:17:36Z
date copyrightDecember 2003
date issued2003
identifier other%28asce%290899-1561%282003%2915%3A6%28577%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45896
description abstractA key task in wastewater sludge management is preventing sludge from polluting the environment. Sludge invariably poses risks to both public health and the environment whether incinerated or landfilled. Alternative reuses need to be explored in order to solve the disposal problems of sludge in an environmentally sound manner. This investigation examines the potential of using an industrial sludge and marine clay to produce aggregates for replacement of regular coarse aggregate in concrete. The waste mixes were pressed into layers and sintered at elevated temperatures resulting in a fused hard solid mass. During the sintering process, the peak rates of weight loss occurred at temperatures of 80–90, 280–520, and 900°C, indicating mass loss through evaporation and volatilization of organic and metallic substances, respectively. The sintered materials were crushed into required sizes for a range of construction aggregates exhibiting varying characteristics. Laboratory test results indicated that sludge-clay aggregates of up to 20% clay content displayed better aggregate impact resistance of 23.1–28.8% Aggregate impact value (AIV) compared with 28.3–38.9% AIV for the control granite aggregate. Sodium salt and sintering temperature have significant influence on the product density. Concrete cast with the sludge-clay aggregates yielded compressive strengths ranging from 34.0 to 39.0 N/mm
publisherAmerican Society of Civil Engineers
titleThermal Stabilization of Iron-Rich Sludge for High Strength Aggregates
typeJournal Paper
journal volume15
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2003)15:6(577)
treeJournal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 006
contenttypeFulltext


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