Production of lightweight aggregates from mining and industrial wastes.

Washing aggregate sludge from a gravel pit, sewage sludge from a wastewater treatment plant (WWTP) and a clay-rich sediment have been physically, chemically and mineralogically characterized. They were mixed, milled and formed into pellets, pre-heated for 5 min and sintered in a rotary kiln at 1150 degrees C, 1175 degrees C, 1200 degrees C and 1225 degrees C for 10 and 15 min at each temperature. The effects of the raw material characteristics, heating temperatures and dwell times on the loss on ignition (LOI), bloating index (BI), bulk density (rho(b)), apparent and dry particle densities (rho(a), rho(d)), voids (H), water absorption (WA(24h)) and compressive strength (S) were determined. All the mixtures presented a bloating potential taking into consideration the gases released at high temperatures. The products obtained were lightweight aggregates (LWAs) in accordance with Standard UNE-EN-13055-1 (rho(b)<or=1.20 g/cm(3) or particle density<or=2.00 g/cm(3)). LWAs manufactured with 50% washing aggregate sludge and 50% clay-rich sediment were expanded LWAs (BI>0) and showed the lowest apparent particle density, the lowest water absorption and the highest compressive strength. It was possible to establish three groups of LWAs on the basis of their properties in comparison to Arlita G3, F3 and F5, commercially available lightweight aggregates manufactured in Spain. Our LWAs may have the same or similar applications as these commercial products, such as horticulture, prefabricated lightweight structures and building structures.

[1]  Y. Yasuda Sewage Sludge Utilization Technology in Tokyo , 1991 .

[2]  M. Jackson Soil Chemical Analysis - Advanced Course. , 1969 .

[3]  Guray Salihoglu,et al.  Properties of steel foundry electric arc furnace dust solidified/stabilized with Portland cement. , 2007, Journal of environmental management.

[4]  Xingbao Gao,et al.  Utilization of washed MSWI fly ash as partial cement substitute with the addition of dithiocarbamic chelate. , 2008, Journal of environmental management.

[5]  M. Dondi,et al.  Campanian Ignimbrite as raw material for lightweight aggregates , 2007 .

[6]  M. Dondi,et al.  Zeolitic Tuffs as Raw Materials for Lightweight Aggregates , 2004 .

[7]  S. K. Chopra,et al.  Gas‐producing agents in the production of lightweight aggregates , 2007 .

[8]  J. Tay,et al.  Reuse of Industrial Sludge as Pelletized Aggregate for Concrete , 2000 .

[9]  Jyh-Dong Lin,et al.  Production of lightweight aggregates from mining residues, heavy metal sludge, and incinerator fly ash. , 2007, Journal of hazardous materials.

[10]  T. Mangialardi Sintering of MSW fly ash for reuse as a concrete aggregate. , 2001, Journal of hazardous materials.

[11]  Christopher R. Cheeseman,et al.  Properties and microstructure of lightweight aggregate produced from sintered sewage sludge ash , 2005 .

[12]  Kae‐Long Lin,et al.  Effects of nano-SiO(2) and different ash particle sizes on sludge ash-cement mortar. , 2008, Journal of environmental management.

[13]  Shigeru Sano,et al.  Relationships between particle size and fracture energy or impact velocity required to fracture as estimated from single particle crushing , 1987 .

[14]  C. Ingamells Lithium metaborate flux in silicate analysis , 1970 .

[15]  Liu Chang,et al.  Measurement and statistics of single pellet mechanical strength of differently shaped catalysts , 2000 .

[16]  Kae Long Lin Research Articles : Mineralogy and Microstructures of Sintered Sewage Sludge Ash as Lightweight Aggregates , 2006 .

[17]  V. Ducman,et al.  Lightweight aggregate based on waste glass and its alkali–silica reactivity , 2002 .

[18]  W. Viaene,et al.  Rupelian Boom clay as raw material for expanded clay manufacturing , 1993 .

[19]  J. Bridgwater,et al.  The extrusion mechanics of pastes—the influence of paste formulation on extrusion parameters , 1987 .

[20]  J. Ferreira,et al.  Plastic behaviour of different ceramic pastes processed by extrusion , 2005 .

[21]  G. Baykal,et al.  Utilization of fly ash by pelletization process; theory, application areas and research results , 2000 .

[22]  C. Videla,et al.  Caracterización físico-mecánica y microscópica de áridos ligeros de cenizas volantes producidos en frío , 2002 .

[23]  A. Casagrande Classification and Identification of Soils , 1948 .

[24]  C. Ko,et al.  Leachability of metals from sludge-based artificial lightweight aggregate. , 2007, Journal of hazardous materials.

[25]  C. M. Riley,et al.  Relation of Chemical Properties to the Bloating of Clays , 1951 .

[26]  F. Zargouni,et al.  Effects of sand addition on production of lightweight aggregates from Tunisian smectite-rich clayey rocks , 2007 .

[27]  Christopher R. Cheeseman,et al.  Properties and microstructure of sintered incinerator bottom ash , 2002 .

[28]  F. Sanchez,et al.  Leaching from granular cement-based materials during infiltration/wetting coupled with freezing and thawing. , 2009, Journal of environmental management.

[29]  J. Kozinski,et al.  Thermal events occurring during the combustion of biomass residue , 2000 .

[30]  Alessio Langella,et al.  Neapolitan Yellow Tuff as raw material for lightweight aggregates in lightweight structural concrete production , 2005 .

[31]  C. Hwang,et al.  Study of fine sediments for making lightweight aggregate , 2007, Waste management & research : the journal of the International Solid Wastes and Public Cleansing Association, ISWA.

[32]  C. Cheeseman,et al.  Effect of Sintering Temperature on the Properties and Leaching of Incinerator Bottom Ash , 2004, Waste management & research : the journal of the International Solid Wastes and Public Cleansing Association, ISWA.

[33]  K. Mun,et al.  Development and tests of lightweight aggregate using sewage sludge for nonstructural concrete , 2007 .