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Journal ArticleDOI

Lightweight properties and pore structure of foamed material made from sewage sludge ash

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TLDR
In this paper, the pore structure significantly affects the lightweight characteristics and thermal performance of materials, and the minimum required cement amount was determined by the compressive strength of the sewage sludge ash foamed material (SSAFM).
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This article is published in Construction and Building Materials.The article was published on 2005-10-01. It has received 97 citations till now. The article focuses on the topics: Sludge & Cement.

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Journal ArticleDOI

Recycling and recovery routes for incinerated sewage sludge ash (ISSA): a review.

TL;DR: The authors in this article reviewed the drivers for increasing incineration of sewage sludge and the characteristics of the resulting incinerated sludge ash (ISSA) and concluded that ISSA has significant potential to be used as a secondary source of phosphate for the production of fertilisers and phosphoric acid.
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Technological and Environmental Behavior of Sewage Sludge Ash (SSA) in Cement-based Materials

TL;DR: In this article, the physical, chemical and mineralogical characteristics of SSA, and the evaluation of its use in cement-based materials, are presented in order to compare the residue used in this study with others included in the same category.
Journal ArticleDOI

Sewage sludge ash characteristics and potential for use in concrete

TL;DR: Sewage sludge ash (SSA) use in concrete related applications is assessed through systematic review involving analysis and evaluation of the global literature found published since 1983 as mentioned in this paper The material characteristics indicate potential for various applications: in small dosages as raw feed in Portland cement production, as fine and filler aggregates, or in ground form as cement component, with manageable effects on performance using manufactured SSA aggregate.
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Re-use of drinking water treatment plant (DWTP) sludge: Characterization and technological behaviour of cement mortars with atomized sludge additions

TL;DR: In this paper, the physical, chemical and micro-structural characterization of the sludge as well as the effect of its addition to Portland cements on the hydration, water demand, setting and mechanical strength of standardized mortars was described.
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Assessment of Pb-slag, MSWI bottom ash and boiler and fly ash for using as a fine aggregate in cement mortar.

TL;DR: Three types of wastes, metallurgical slag from Pb production (SLG), the sand-sized fraction of MSWI bottom ash from a grate furnace (SF), and boiler and flyAsh from a fluidised bed incinerator (BFA), were characterized and used to replace the fine aggregate during preparation of cement mortar.
References
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Journal ArticleDOI

Use of incinerator bottom ash in concrete

TL;DR: In this paper, bottom ash was used as an alternative aggregate for the production of building concrete with a characteristic 28-day compressive strength of 25 MPa, which is higher than natural gravel.
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Mechanical properties and durability of concrete made with blended fly ash

TL;DR: In this article, the effects of blended fly ash on mechanical properties and durability of concrete were evaluated using two reference mixtures, one was a mixture without fly ash, and the other contained 35% ASTM Class C fly ash.
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Mechanical behavior of mortars containing sewage sludge ash (SSA) and Portland cements with different tricalcium aluminate content

TL;DR: In this article, the influence of sewage sludge ash (SSA) on cement mortars strength has been studied, and the results show that SSA behaves as an active material, producing an increase of compressive strength compared to control mortar.
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Resource recovery of sludge as a building and construction material – a future trend in sludge management

TL;DR: In this paper, the authors present a review of sludge reutilization as non-conventional construction materials, including building bricks, lightweight aggregates, and cementitious material.
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Compressive strength of municipal sludge ash mortars

TL;DR: In this article, a comprehensive test program was developed to examine the potential for using the ash as a fine aggregate in mortar, and the strength characteristics of mortars prepared from sludge ash with addition of fly ashes (both classes C and F) and varying amounts of cement and lime were cured under standard laboratory conditions for periods of 1, 3, 7, 14, and 28 days before testing for compressive strength.
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