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Maximising AFR in Cement Manufacturing

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Shreesh A Khadilkar, Consultant and Advisor, and Former Director Quality and Product Development, ACC Ltd Thane, discusses the importance of optimising the use of alternative fuel and raw materials (TSR percentage) in cement production without affecting clinker quality.

We all know that in the calciner the CaCO3 undergoes calcination producing CaO, part of this CaO reacts with Al2O3, Fe2O3 SiO2 to form aluminates, ferrites, Belite and some CaO remain as uncombined CaO in the material that enters the kiln, this uncombined CaO further reacts, as the material passes through the kiln to form clinker of desired phase composition with at desired levels of free lime. If this uncombined CaO is less, the resultant clinker would have lower free CaO.
Due to fluctuations of moisture in the SAFR feed, the calciner outlet temperature tends to decrease/fluctuate although the calcination is complete, some of the above post calcination reactions of the CaO are decreased, as a result the uncombined CaO is higher, in the material entering the kiln. The reactions in the kiln are affected for the same throughput and either the clinker free lime is high or the clinker shows lesser C3S percentage (depending on the burnability of the kiln feed).
In plants equipped with XRD it would be possible to monitor the uncombined CaO in Hot meal and optimise the Calciner outlet temperatures so as to achieve the desired uncombined percentage of lime as explained above. If the value is much lower than the desired level it would indicate subsequent lower LSF in the clinker, so addition of lime sludge or limestone powder as explained above would maintain the desired clinker specs. These actions, if affected during the day, would help maintain the day’s average clinker quality.
Besides the variability of the moisture percentage, the ash percentage and its composition in SAFR could change the composition of calcining material and finally depending on these changes, the post calcination reactions would be affected, depending on the uncombined percentage of lime value (monitored by XRD of hot meal), the corrections as explained above would help correct the composition and maintain the burning zone performance and the resultant clinker quality. Thus, if the calciner outlet temperature / kiln inlet material / C6 material temp. (as the case may be) is maintained higher and necessary corrections are made through SAFR or through the kiln feed. We can maintain the uncombined CaO at desired level where we could get good kiln performance as well as a good/improved clinker quality even at a higher percentage of AFR/TSR.
In many plants there is a tendency to increase the clinker Fe2O3 as and when there is an excessive dust generation and dusty kiln performance, this attempt to increase Clinker Fe2O3 would not actually help in improving the kiln conditions and maintaining clinker quality. In another plant equipped with XRD, the limestone had higher Fe2O3 content and to compensate for the effect of the varying moisture of SAFR the Calciner outlet temperature was maintained at around 920oC so that the desired post calcination reactions could be achieved and the uncombined CaO (monitored by XRD of hot meal) was maintained at desired levels.
The clinker LSF also could be maintained but the Free CaO tended to be high. The hot meal XRD indicated that the belite formations were lower in hot meal as and when the clinker free lime was high. Although the Silica was contributed from the Solid AFR as this silica was sand/silt, which did not react, the clinker IR also was observed to increase by around 0.4 per cent use of pondash (having reactive silica) along with the solid AFR up to 1 per cent was observed to increase the Belite content of hot meal and the resultant clinker had desired phase formations with lower free lime. For calculation of PSF/Potential phase composition a correction was given to the clinker silica contents (by subtracting the change in IR of clinker).
Thus, it needs to be noted here that in RDF/MSW, SAFR the ash content may have coarse sand grains, which cannot at the calcination stage and it the burnability is sensitive to silica contents, such corrections of use of wet fly ash with the SAFR could be advantageous to maintain clinker quality. However, these corrections have to be affected during the day through XRD monitoring of Hot meal and subsequent Clinker (say after 40 minutes) so that at the end of the day the clinker is of desired quality specs.
Thus, in plants coprocessing higher levels of AFR it is recommended to have a ‘bi-hourly dashboard’ and the day average clinker consistency in Quality Monitored by ‘compliance percentage to clinker specs’ as shown in Tables 1 and 2.
Such a dashboard helps having the entire plant operations involved in taking bi hourly actions so as to maintain the quality and process targets with increase in SAFR/LQAFR thus, achieving a higher compliance percentage to clinker quality specs. This has enabled not only to maintain clinker quality but it also showed improvements in clinker quality.

Actions: In plant with high TSR percentage without XRD
The hot meal samples at different kiln inlet material temperatures were collected at 870,900n and 930oC along with corresponding clinker samples (after say 40 minutes) and the XRD analysis was carried out at external labs. Through the bi-hourly dashboard actions the clinker compositions were maintained as per desired target. The XRD Mineralogy of Hot Meal and clinker XRD are tabulated in Table 3.
Although the plant maintains 95 per cent DOC, the XRD however indicates >99.5 per cent calcination. Thus, even in the absence of XRD using the bi-hourly dashboard optimisation of clinker quality can be made possible, however having an XRD (even a low watts XRD) would always be advantageous, especially if the kiln feed shows moderate burnability.

Other important considerations

  • As discussed above bi-hourly corrections made to clinker composition could be through the SAFR/RDF mix, in one plant it could be use of waste lime sludge/ in another plant use of wet pond ash/ in another use of limestone crusher dust/ high grade limestone powder depending on the corrections desired.
  • In case such materials are not available in the plant for corrections, the necessary actions bi-hourly, to adjust the clinker LSF, could be by changes in proportion of high ash coal + coal Petcoke mix in calciner or it could be even be targeting an appropriate kiln deed composition to accommodate the ash percentage of SAFR/RDF or bihourly changing the feed rate (TPH) of SAFR, as per the bi-hourly clinker composition requirements.
  • Reducing conditions can have substantial effects on clinker quality like problems with sulfur integration, Alite decomposition (strength reduction), conversion from C4AF to C3A (acceleration of setting), change in color of cement (from greenish grey to brownish), the detection of reducing conditions could be done using ‘Magotteaux Test’, it is important to assess the reducing conditions whether internal or peripheral, would indicate possible reasons.
  • Internal reducing conditions indicate that due to changes in liquid viscosity the larger clinker nodules are black from outside but yellow to brownish in the internal core. Such clinker nodules roll down from the transition zone with an unburnt core which disintegrates on cooling due to gamma C2S. Such nodules have high free lime, delocalised or peripheral reducing conditions due to larger size of solid AFR component (shredded size) showing CO peaks.
  • The Hot meal (2Cl+SO3) needs to be reliably monitored using XRF standards of Hot Meal. Every plant would have a threshold value of (2Cl+SO3), value >3.5 is reported to cause severe depositions at kiln inlet/riser duct/cyclones.
  • The kiln system should be able to handle the higher gas volumes (calciner , inlet and preheater).
    Increased percentage of AFR /TSR is associated with increase in limestone pile LSF which is linked to life of mines (Fig:2). This increase in limestone pile LSF would be more plant specific.
  • To lessen the impact on limestone Pile LSF/Mines life the plant would have to use, sweetener limestone (availability/cost), reduce the percentage use of high silica correctives with purer correctives, use petcoke or low ash coal (imported), use of waste lime sludges available from chemical industries.
  • As discussed earlier the plant could use a mix fuel (petcoke + high ash coal), or (mix of petcoke + high ash wastes like Dolochar/spent carbon etc.) in the calciner, the mix ratio could be changed so as to improve clinker LSF during the day (as a bi-hourly actions).
    High ash (high iron/high silica) wastes should not be fired through the kiln fuel; these wastes should be put through calciner fuel if feasible or along with solid wastes. It is always beneficial to have low ash coal (fuel) / petcoke in kilns.
  • It is recommended to use 4 per cent to 5 per cent high LSF Limestone in petcoke grinding (especially for kiln fuel). It improves the efficiency of petcoke grinding and would help to bind the sulphur during combustion in kiln, thus decreasing the SO3 of the hot meal. Using limestone decreases the SO3 fluctuations in the clinker and the excess of CaCO3 forms C3S clusters in the clinker, thus, improving clinker grindability.
  • Petcoke grinding is usually controlled at 1 per cent to 2 per cent on 90 microns. However in certain grinding systems, the 45 microns residue is observed to be as high as 26 per cent to 28 per cent which could create reducing conditions and initiate some coating formation in pre pre-transition zone in kilns.
  • Large storage yards to stock different types of solid AFR would help to mix the waste in certain proportions so as to achieve relative consistency in ash percentage or even chloride contents.
  • An auto-sampler with shredder on the solid AFR conveyor would be useful. However, the analysis time would be around 4 to 5 hours which is too high.
  • If the plant is reaching >25 per cent TSR, from a futuristics angle, having an online Cross Belt analyser like ‘Spectra Flow’ could help analyse moisture percentage, ash percentage and its constituents in real time, enabling rapid corrections to clinker compositions with necessary modifications to the kiln system even much higher TSR levels could be achievable.
  • Higher TSR levels invariably are associated with increase in Hot meal alkalis, chlorides and sulphates and would necessitate chloride bypass.
  • The procurement has a high responsibility of providing appropriate SAFR/RDF fuel of different ash percentage and of different chloride percentage (screened to remove sand/mud/stones).
  • Wastes having CaO rich ash would always be advantageous for the same TPH of solid AFR, the TSR percentage would be higher if the NCY of the sold AFR is higher.

Conclusion
The paper indicates and discusses in some details the avenues for increased TSR percentage without affecting clinker quality. However, depending on calciner retention time and air volume availability there would be a certain maximum TSR percentage that can be achieved. It may be noted here that the kiln system would necessitate suitable upgradation for achieving a much higher TSR percentage. It is needless to mention that XRF Models with standardless software for elemental analysis of solid/liquid AFR would be advantageous and as discussed having an XRD would be a necessity to maintain clinker quality at higher TSR percentage.
Clinkers with High MgO (>4.5 per cent) would be a challenge and optimising the CaO/SiO2 ratio would be a key to improve clinker quality use of XRD in such clinkers would be an asset.
Futuristically, ‘Torrefaction Process’ (the process of degrading organic materials in a nitrogen or inert environment within a temperature range of 200oC to 300oC) of bio wastes if extended suitably to MSW wastes and other solid AFR to produce a bio coal, could become an excellent opportunity for increased TSR for cement plants.
In this paper I have tried to share some observations in a generalised manner made at different plants with different AFR/TSR percentage which could be useful for other plants for their future road map on maximising TSR percentage.

About the author:
Shreesh Khadilkar, Consultant and Advisor brings over 37 years of experience in cement manufacturing, having held leadership roles in R&D and product development at ACC Ltd. With deep expertise in innovative cement concepts, he is dedicated to sharing his knowledge and improving the performance of cement plants globally.

Concrete

Assam Cabinet Approves Rs. 110 bn JK Lakshmi Cement Investment

ADB-backed project to restore 102 community beels also approved

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The Assam Cabinet has approved an investment of Rs. 110 bn by JK Lakshmi Cement for a clinker manufacturing unit and four associated cement grinding units in the state. Chief Minister Himanta Biswa Sarma announced the decision on 24 September 2026, along with approvals covering wetland restoration and industrial support.

The proposed cement investment is expected to generate around 2,000 direct jobs. The project forms part of the state government’s latest measures to attract manufacturing activity and strengthen industrial infrastructure. The Cabinet also approved a State Capital Investment Subsidy for eligible manufacturing units covered by the substantive provisions of the Uttar Poorva Transformative Industrialization Scheme, or UNNATI, 2024.

The subsidy will apply to units that qualified under the scheme but were unable to secure registration by the extended deadline of 30 September 2026. The measure is intended to support eligible businesses that missed the registration process while continuing to meet the scheme’s substantive requirements.

The Cabinet also cleared an Asian Development Bank (ADB)-funded project for the restoration and rehabilitation of at least 102 derelict community beels across Assam. The ADB loan component is Rs. 6.38 bn, while the Assam government’s contribution will be Rs. 1.59 bn.

In another decision, the Cabinet approved a rent-based or pro bono arrangement for constructing a laboratory and ancillary infrastructure for the Spices Board under the Ministry of Commerce and Industry. The facility will be built at Ulubari in Guwahati, with the Agriculture Department coordinating with the Public Works Department (Buildings) to construct it according to designs and specifications provided by the board.

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Concrete

JSW Cement Receives Rs. 2.3 bn GST Demand Notice

JSW Cement faces a GST demand over alleged incorrect classification.

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JSW Cement has received a show-cause notice proposing a Goods and Services Tax (GST) demand of Rs. 2.3 bn, along with applicable interest and a 10 per cent penalty, over an alleged incorrect classification of transactions. The notice was issued by the Additional Commissioner of Central Tax, Belagavi Audit Commissionerate, on September 24, 2026.

The proposed demand relates to the period from April 2022 to March 2024 and has been issued under Section 73 of the Central Goods and Services Tax (CGST) Act, 2017. The company disclosed the notice in a filing with the stock exchanges and said the matter involved an alleged short payment of GST.

The proposed amount comprises Integrated GST (IGST) of Rs. 1.22 bn, Central GST (CGST) of Rs. 540.5 mn and State GST (SGST) of Rs. 540.5 mn. The department has also cited alleged contraventions of Sections 9, 37 and 39 of the CGST Act, with interest proposed under Section 50 and the penalty under Section 73.

JSW Cement said the financial impact of the notice would be limited to the proposed tax demand, applicable interest and penalty. However, it assessed that the matter would not have a material impact on the company. The cement manufacturer is preparing its reply to the show-cause notice.

The notice was issued to JSW Cement, which is part of the Sajjan Jindal-promoted JSW Group. The company reiterated that the total proposed GST demand stood at Rs. 2.3 bn, excluding the applicable interest and 10 per cent penalty, and that the proceedings remained at the show-cause stage.

Shares of JSW Cement ended at Rs. 115.65 on the BSE on Thursday, down Rs. 2.60, or 2.20 per cent, from the previous close. The stock movement came as the company disclosed the proposed tax demand and its intention to respond to the department’s notice.

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Concrete

Montra Electric, Wonder Cement Deploy 250-Vehicle EV Fleet

Fleet to haul cement on a 1,450-km corridor across four states

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Montra Electric and Wonder Cement have begun commercial operation of a 250-vehicle deployment of Rhino 5538 EV 4×2 tractor-trailers on an electric freight corridor linking Rajasthan with ports in Gujarat. The companies said the fleet is being used for regular cement logistics rather than a limited pilot, making it one of the largest heavy-duty electric truck deployments by an Indian industrial company.

An initial 30 trucks were introduced from Wonder Cement’s plant in Nimbahera, Rajasthan, in July 2026. They are hauling full payloads on daily routes between Nimbahera and Dahej Port and between Nimbahera and Tuna Port, covering approximately 1,450 km across Rajasthan, Madhya Pradesh, Maharashtra and Gujarat. The vehicles operate to schedules comparable with those of the company’s conventional diesel fleet.

The corridor is supported by 13 dedicated charging stations positioned to enable long-distance duty cycles within industrial turnaround times. The Rhino 5538 EV is available with a 55 t Gross Combination Weight option and is designed for cement, coal and clinker transport. Its specifications include a 282 kWh lithium iron phosphate battery, a Permanent Magnet Synchronous Motor producing 280 kW and 2,000 Nm of torque, 18 per cent continuous gradeability and a 6-speed Automated Manual Transmission.

The vehicle has a stated range of 198 km under specified test conditions, with one side loaded and the other empty. It can charge from 20 to 100 per cent State of Charge in 60 minutes and is supported by more than 95 per cent assured uptime. Montra Electric and Wonder Cement said the deployment would assess electrification through payload capacity, turnaround performance and daily availability in live freight operations.

Montra Electric said the same operating model could support steel, mining, infrastructure and port haulage, where fixed routes and predictable turnaround windows are common. The company has more than 750 heavy-duty electric vehicles on Indian roads and has covered over 30 mn km across its deployments. Montra Electric operates as the clean mobility arm of the Murugappa Group, with businesses spanning heavy commercial vehicles, smaller commercial vehicles, three-wheelers and electric tractors.

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