The utilisation of Linz-Donawitz (LD) steel slag is a firm step towards achieving sustainability and players of the Indian cement industry need to focus on this to make a positive impact on the environment. Dr Asok K Dikshit, Dr Sanjeev Chaturvedi and Kirti Chugh from National Council for Cement and Building Materials (NCCBM) present a detailed study.
Slag is a by-product generated during the manufacturing of pig iron and steel. This is a solid industrial by-product of the iron and steel industry and mainly these wastes include blast furnace and steel melting slag. It can be categorised as carbon steel slag and stainless steel slag according to the type of steel, and as pre-treatment slag, Linz-Donawitz (LD) converter slag, electrical arc furnace slag (EAFS), ladle refining slag, and casting residue according to the steelmaking process. LD slag is generated by the Linz- Donawitz process from steel making process or pig iron refining process in oxygen converters [1-2]. One of the important wastes in all integrated steel plants is LD converter steelmaking slag. Worldwide generation of LD slag waste is about 47 MT per annum [3] and in India, the total generation rate of LD slag waste is (150-180) kg/t of crude steel [4] whereas, in SAIL, the generation per annum is 1.28 MT [5]. Steel melting slag generation is about 4 to 4.5 MT per annum. The amount of LD slag produced in Indian integrated steel plants is about 200 kg/t of hot metal. Out of this 70-100 per cent is being reused in other countries whereas only 25 per cent is being reused in India [6]. It has been observed that for the road project, for sintering and iron-making recycling in steel making plants, 50 per cent of slag has been used.
The generation of LD slag increases due to the rapid growth of industrialisation, the land available for disposal of large quantities of LD slag at a landfill site is deteriorating and disposal cost is increasing. Nowadays, the vital environmental topics are the issues on both the global warming effect and natural resource-saving. The significant source of pollution of air, water, and soil are land filled with waste materials, and hence human health, the growth of plants and vegetation, etc are adversely affected. From the viewpoint of conservation and protection of the global environment, steel slag recycling has attracted the attention of many scientists in recent years. Therefore, improving the utilisation rate of steel LD slag is an imperative way for the steel enterprise to realise sustainable development.
This by-product LD slag generated by Tata Steel BSL at present generates about 1 million tonnes of slag per annum. Tata Steel exports 9,000 tonnes of LD slag to the Bangladesh market through Dhamra Port Company Odisha state in 2021. As part of the quest for a sustainable future in the Cement Industry, LD slag is facing innovations by creating value out of its by-products. In collaboration with its cement industry, for applications in slag cement PSC, clinker making, and GGBS (Ground Granulated Blast Furnace Slag), (0-6) mm size slag range has been developed by steel major. LD slag is being supplied by Tata Steel BSL (as part of its sustainable operations of by-products) to brick makers near the plant for hard surfacing national highway work, and low land area filling, besides to cement companies also.
Basics of steel production and types of steel slag Electric arc furnaces (EAF) or in basic oxygen processes for steel production are being used in all steel integrated. Molten metal and dolomitic lime (CaO.MgO) or fluxes lime (CaO) is placed in the furnace in the basic oxygen and EAF processes. In the furnace, high-pressure oxygen is injected with a lance. Several oxidised compounds are formed when oxygen reacts with carbon and non-iron impurities. Slag is formed when these compounds react with the lime or dolomitic lime. The slag remains while liquid steel is poured from the furnace which is then poured into a separate vessel. In the steel-making process, different types of slag produced are furnace or tap slag, synthetic or ladle slags, raker slag. Fig. 1 shows the production of different slag in the general flow in a modern steel plant. The nonmetallic products from the furnace, raker and ladle slags are used for different applications including as construction aggregate, in agriculture, or reclamation of acidic lands following processing and metal recovery [7]. Fig 2 shows the flow process during steel production operation and generation of by-product slag. BOFS is produced in the steelmaking process by using the molten iron coming from the BF. The slag contains various heavy metal carriers such as chrome, lead, or zinc that produce various types of slag.
Fig.3: SEM image of steel slag
The macrograph about structural morphology is shown in Fig.3. Particles of various sizes are agglomerated.
Physical, chemical and mineralogical characteristics of LD steel slag It was found that the LD slag density lies between 3.3-3.6g/cm.3 Due to high Fe content in slag, steel slag looks like a loose collection in appearance, and appears hard and wear resistant. The grindability index of steel slag is 0.7, in comparison with the value of 0.96 and 1.0 for blast furnace slag and standard sand respectively. SiO2, CaO, Fe2O3, FeO, Al2O3, MgO, MnO, P2O5 are major constituents of LD slag . The main mineral phases in steel slag are dicalcium silicate (C2S), tricalcium silicate (C3S), RO phase (CaO-FeO-MnO-MgO solid solution), tetra-calcium aluminoferrite (C4AF), olivine, merwinite and free-CaO [8]. The reuse and recycle of the steel slag is closely related to the slag’s chemical and physical characteristics. For chemical and mineralogical characteristics of LD slag, many studies were done. ICP-AES and C-H-N-S analyser were used for chemical characterisation of LD slags. CaO, Fe, SiO2 and Mn are the main desirable substances [9].
Fig.4: LD slag based clinker
Table 1 summarises the major phases and chemical composition of steel slag generated at integrated steel plant in India [10].
Application of LD slag in cement industry and brick production (a) Cement clinker using LD lag The transformation of pig iron into liquid steel generates a significant quantity of LD slag in the steel-making process. The possibility of adding LD slag in the raw meal for the production of Portland clinker replacing iron ore. 0.6 mass per cent iron ore and 1.0, 2.0, and 3 mass per cent of iron ore being replaced by LD slag. The various components of LD slag were prepared in the different raw mixes in the laboratory and fired in a high-temperature muffle furnace at 1400°C, all raw mix samples were sintered. The ethylene glycol method is used to determine free lime to assess the comparative burnability of the raw mix samples. X-ray and X-ray fluorescence were employed to determine the chemical and mineralogical composition of the clinkers which showed that the mineralogical composition of the clinker was not altered on the addition of LD slag in the raw mix. The fluxing agent was the iron present in the LD slag and it replaced the iron ore requirement. Improvement in burnability and development of clinker mineral phases was shown by reduction in free lime and increase in C3S phase value with LD slag as shown in Fig 4. Under the optical microscope, homogeneously distributed and well-developed alite and belite phases were observed. A plant trial with 2 mass per cent LD slag as a raw mix component replacing iron ore was conducted, but no adverse impact in the pyro-processing system was observed, and operation of the kiln was found to be smooth and stable during the trial [11]. (b) Cement replacement with LD slag
Fig.5 LD Slag based blended cement
A study on partial replacement of cement with LD slag was done and its impact on the mechanical, microstructural, and durability properties of concrete were studied. Grindability is of major importance in the manufacture of slag blended cement. In terms of grindability, the incorporation of LD slag with particle size below 5mm can benefit the grinding of OPC clinker. Other particle size materials should be used for other applications in road bases etc. The addition of LD slag, at content levels of up to 20 per cent of total solid material, is suggested as optimum for the stability, economy, and strength of the blended cements as shown in Fig 5. Steel slag contains a similar mineral composition to that of OPC clinker; the slag may become unstable due to excess free lime (f-CaO). GBFS possesses hydraulic properties that can only be activated in the presence of an existing basic or sulfate activator such as CaO or CaS. This excess CaO steel slag could constitute this activator. (c) LD slag in brick production
Fig.6: Brick prepared from LD slag
LD steel slag is used in commercial brick manufacturing as shown in Fig.6. The characterisation results of LD slag showed that the pH and electrical conductivity of the samples were very high indicating high percentage of lime presence and presence of ionic form of various salts, respectively. The specific gravity and bulk density of LD slag samples were found to be high in comparison to fly ash samples. The major elemental compositions of LD slag samples are shown by weight Ca and oxygen. The CaO, FeO and SiO2 are the major components in the LD slag. The compressive strength was found to be more than 100 kg/cm2 for brick samples type A as shown in Fig 6 (Fly ash – 35 per cent + LD slag – 30 per cent + Gypsum – 5 per cent + Quarry dust – 20 per cent + Lime – 9.75 per cent + CaCl2 – 0.25 per cent) after 14 days of curing which is greater than 50-70 kg/cm2, i.e., strength of normal red clay bricks and maybe it is a feasible replacement for commercial purposes in civil jobs.
Summary The steel industry is nowadays focused to increase the way for recycling slags generated during steel production. The pressure for saving energy and natural resources has led the steel industry to improve and increase the recycling of steel slag since its use as landfill material has almost reached its limit. Steel slag in most cases, the valorisation, and use of these by-products prevent landfill, reduce energy consumption, reduce CO2 emissions and help preserve natural resources. To neutralise soil acidity in agricultural soils for many years, LD slag has been successfully used as a substitute for limestone, and slag use is comparable to or superior to limestone in some cases. In addition to its limiting benefits, slag contains Si which has been shown to increase yields of crops, like rice and sugarcane, and Si is also helpful in defending crops against crop diseases. Slag also contains plant nutrients that can enhance plant growth. Considerable cost advantages are offered by steel slag over commercial limestone. In recent years, significant volatility in the cost of agricultural limestone is attributable in part to energy costs of production. To cover the rising costs of fertiliser, limestone use has been deferred by Cultivators, even at the risk of lower yields. The application of LD slag as a cementitious component instead of aggregate in concrete would boost its reuse and will reduce the cost of construction and production of greenhouse gases significantly. The main constraint with the usability of LD slag is the high amount of free MgO and free CaO content, which leads to volumetric changes. At the same time, owing to calcined materials present in LD slag, its potential to be used as a partial substitution of OPC Granulated slag is used for the manufacture of hydraulic cement by mixing Portland cement clinker, gypsum, and granulated slag in suitable proportions and grinding the mixture to get a thorough and intimate mix between the constituents. There is IS code for GBFS, i.e., IS 12089:1987 but for LD slag utilisation in the construction industry for infrastructure development is in the interfacial stage, more research work is required for innovative solutions for its utilisation.
Acknowledgment The authors are thankful to DPIIT, Ministry of Commerce and Industry (MoC&I), Government of India for supporting R&D funding to NCCBM in the favour of a circular economy.
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www.nationalslag.org
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The need of present time is stronger buildings, industrial or common utility buildings, such as Malls, Railway stations, hospitals, offices, bridges etc. For this, there is need of long durable, tough and stable concrete, which could stand under normal and seismic conditions. Tough railway bridges are required for bullet trains to pass without any damage. Railway tunnels, sea-links, coastal roads, bridges and multistorey buildings, are the need of the hour. The question comes, is the normal cement called OPC is sufficient to take care of such requirements or better combination of cements and sand mixtures is required?
Introduction
A good stable building structure can be made with a good quality of cement+sand+water system. Its quality can be enhanced by keeping the density of admixture higher (varies from 30 in normal buildings to bridges etc to 80). Further enhancement in the properties of various cements admixtures is made by adding several additives which give additional strength, waterproofing, flexibility etc. These are called construction chemicals…
The National Council for Cement and Building Materials (NCB) has signed a memorandum of understanding with a leading cement manufacturer to strengthen skill development and capacity building in the construction sector. The agreement was formalised at NCB premises in Ballabgarh and was signed by the Director General of NCB, Dr L. P. Singh, and the head of technical services at UltraTech Cement Limited, Er Rahul Goel. The collaboration seeks to bring institutional resources and industry expertise into a structured national training effort.
The partnership will deliver structured training and certification programmes across the country aimed at enhancing the capabilities of civil engineers, ready?mix concrete (RMC) professionals, contractors, construction workers and masons. Programme curricula will cover material quality testing, concrete mix proportioning, durability assessment and sustainable construction practices to support improved construction outcomes. Emphasis is to be placed on standardised assessment and certification to raise practice levels across diverse construction roles.
Practical learning elements will include workshops, site demonstrations, technical seminars and exposure visits to plants and RMC facilities to strengthen applied skills and on?site decision making. The Director General indicated confidence that a large number of professionals and workers would be trained over the next three to five years under the initiative. The partnership is designed to complement flagship government schemes such as the Skill India Mission and to align training outputs with national infrastructure priorities.
By combining the council’s technical mandate with industry experience, the initiative aims to develop a more skilled and quality?conscious workforce capable of meeting rising demand in infrastructure and housing. NCB will continue to coordinate programme delivery and quality assurance while industry partners provide practical exposure and technical inputs. The collaboration is expected to support long?term capacity building and more sustainable construction practices nationwide.
JSW Cement has strengthened its national presence by commencing production at its greenfield integrated cement plant in Nagaur, Rajasthan, marking its entry into the north Indian market.
With this commissioning, the company’s installed grinding capacity has increased to 24.1 MTPA, while total clinker capacity, including its joint venture operations, stands at 9.74 MTPA.
The Nagaur facility comprises a 3.30 MTPA clinkerisation unit and a 2.50 MTPA cement grinding unit, with an additional 1.00 MTPA grinding capacity currently under development. Strategically located, the plant is positioned to serve high-growth markets across Rajasthan, Haryana, Punjab and the NCR.
The project has been funded through a mix of equity and long-term debt, with Rs 800 crore allocated from IPO proceeds towards part-financing the unit.
Parth Jindal, Managing Director, JSW Cement, stated that the commissioning marks a key milestone in the company’s ambition to become a pan-India player. He added that the project was completed within 21 months and positions the company to achieve its targeted capacity of 41.85 MTPA by FY29.
Nilesh Narwekar, CEO, JSW Cement, highlighted that the expansion aligns with the company’s strategy to tap into rapidly growing northern markets driven by infrastructure development. He noted that the company remains focused on delivering high-quality, eco-friendly cement solutions while progressing towards its long-term capacity goal of 60 MTPA.
The Nagaur plant has been designed with sustainability features, including co-processing of alternative fuels and a 7 km overland belt conveyor for limestone transport to reduce road emissions. The facility will also incorporate a 16 MW Waste Heat Recovery System to improve energy efficiency and lower its carbon footprint.
JSW Cement, part of the JSW Group, operates across the building materials value chain and currently has eight plants across India, along with a clinker unit in the UAE through its joint venture.