Utilization of bituminous limestone ash from EL-LAJJUN area for engineering applications

• Published in: Acta geotechnica Vol. 3; no. 2; pp. 139 - 151
• Main Authors: Hadi, Nafeth A. Rahman A., Khoury, Hani N., Suliman, Mohammad R.
• Format: Journal Article
• Language: English
• Published: Berlin/Heidelberg Springer-Verlag 01.06.2008; Springer Nature B.V
• Subjects: Alkalinity; Ash; Brown soils; Complex Fluids and Microfluidics; Concrete mixes; Dam construction; Embankments; Engineering; Environmental impact; Foundations; Geochemistry; Geoengineering; Geotechnical Engineering & Applied Earth Sciences; Hydraulics; Laboratory tests; Limestone; Marl; Portland cement; Power plants; Research Paper; Rocks; Soft and Granular Matter; Soil Science & Conservation; Soil types; Soils; Solid Mechanics; Solid wastes; Studies; Thermal power; Limestone; Engineering; Applications; Jordan; Bituminous; Ash
• ISSN: 1861-1125; 1861-1133
• DOI: 10.1007/s11440-008-0063-2

The following work aims at minimizing the environmental impact of the solid wastes (ash) that is produced after the utilization of the bituminous limestone in thermal power stations and /or retort processes. Limy ash has been prepared from the El-Lajjun bituminous limestone by direct combustion at 1,200, 950, and 525°C respectively. The laboratory tests have been selected with respect to construction needs and possible post construction conditions. Utilization of the various types of ash in the stabilization problematic soils from Jordan as brown soils and the clayey marl has revealed optimum results. The unconfined compressive strength of the parent brown soil and the clayey marl has been raised from 5 kg/cm 2 to 50 and 25 kg/cm 2 , respectively. The CBR value has been raised from 4.5 to 150% for both problematic soil types. Various mortars and construction elements can be produced at normal room curing temperature without the use of ordinary Portland cement (OPC). Low quality sub-base and base course can be mixed with ash to produce cement treated base (CTB) and roller compacted concrete (RCC) without OPC. Durable pavements, embankments can be constructed with very long life and low cost. CTB and RCC utilizing ash can be used in dam construction instead of normal soil in earth fill dams. The high alkalinity of El-Lajjun ash is considered as a disadvantage to be utilized in normal concrete mixes for structural purposes. Ash only can be mixed with aggregates to produce lean concrete like for blinding purposes to be prepared for foundation activities.