Strength and Durability of Cement Based CLSM Developed using Iron Mine Overburden | ||
| Journal of Mining and Environment | ||
| مقاله 9، دوره 17، شماره 3، مرداد و شهریور 2026، صفحه 915-928 اصل مقاله (10.31 M) | ||
| نوع مقاله: Original Research Paper | ||
| شناسه دیجیتال (DOI): 10.22044/jme.2025.16705.3277 | ||
| نویسندگان | ||
| Tulika Gupta1؛ Mahasakti Mahamaya1؛ Shamshad Alam* 2 | ||
| 1Department of Civil Engineering, School of Engineering, OP Jindal University, Raigarh, India | ||
| 2Civil and Architectural Engineering Department, College of Engineering and Computer Science, Jazan University, Jazan, Saudi Arabia | ||
| چکیده | ||
| The dumping of mining waste occupies extensive areas of land and poses environmental hazards, including heavy metal leaching, dust pollution, and slope failure. Iron mine overburden (MO), a byproduct of iron mining, exacerbates these issues when dumped. To address the challenges of storing MO, it was combined with fly ash and cement to develop controlled low-strength material (CLSM). Initially, the raw materials were examined for their physical, chemical, and mineralogical properties. Subsequently, 24 different CLSM mixtures were prepared by varying cement, fly ash, MO, and water-to-binder ratios. The fresh mixes were tested for flowability, bleeding, and fresh density, while the hardened properties, including density, unconfined compressive strength (UCS), and durability, were also evaluated. Results showed that all CLSM mixes were highly flowable, with flow diameters exceeding 150 mm, and some exhibited self-leveling behavior. The 28-day compressive strength ranged from 0.52 MPa to 4.28 MPa, with a few mixes being soft enough for manual excavation. Durability tests indicated that approximately 60% of the mass remained intact after eight wet-dry cycles, demonstrating good resistance to erosion. This study highlights the potential for utilizing mining waste in sustainable construction materials. | ||
| کلیدواژهها | ||
| Flowability؛ Bleeding؛ Strength؛ Durability | ||
| مراجع | ||
|
[1]. Abelleira, A., Berke, N., & Pickering, D. (1998). Corrosion Activity of Steel in Cementitious Controlled Low-Strength Materials vs. That in Soil. In The Design and Application of Controlled Low-Strength Materials (Flowable Fill). 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International.
[2]. ACI229R. (2013). Report on Controlled Low Strength Materials (CLSM).
[3]. Adibee, N., Osanloo, M., & Rahmanpour, M. (2013). Adverse effects of coal mine waste dumps on the environment and their management. Environmental Earth Sciences, 70(4), 1581–1592.
[4]. Alizadeh, V., Helwany, S., Ghorbanpoor, A., & Oliva, M. (2014). Rapid-Construction Technique for Bridge Abutments Using Controlled Low-Strength Materials. Journal of Performance of Constructed Facilities, 28(1), 149–156.
[5]. Alizadeh, V., Helwany, S., Ghorbanpoor, A., & Sobolev, K. (2014). Design and application of controlled low strength materials as a structural fill. Construction and Building Materials, 53, 425–431.
[6]. ASTM C39. (2023). Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.
[7]. ASTM C1610. (2021). Standard Test Method for Static Segregation of Self-Consolidating Concrete Using Column Technique. West Conshohocken: ASTM International.
[8]. ASTM D559. (2023). Standard Test Methods for Wetting and Drying Compacted Soil-Cement Mixtures. ASTM.
[9]. ASTM D854. (2023). Standard Test Methods for Specific Gravity of Soil Solids by the Water Displacement Method.
[10]. ASTM D2487-17. (2025). Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). West Conshohocken, PA: ASTM International.
[11]. ASTM D6023. (2016). Standard Test Method for Density (Unit Weight), Yield, Cement Content, and Air Content (Gravimetric) of Controlled Low-Strength Material (CLSM).
[12]. ASTM D6103. (2021). Standard Test Method for Flow Consistency of Controlled Low Strength Material (CLSM). West Conshohocken: ASTM International.
[13]. ASTM D6913. (2017). Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis.
[14]. Chen, T., Yuan, N., Wang, S., Hao, X., Zhang, X., Wang, D., & Yang, X. (2022). The Effect of Bottom Ash Ball-Milling Time on Properties of Controlled Low-Strength Material Using Multi-Component Coal-Based Solid Wastes. Sustainability (Switzerland), 14(16). https://doi.org/10.3390/su14169949
[15]. Chi, M., & Huang, R. (2013). Binding mechanism and properties of alkali-activated fly ash/slag mortars. Construction and Building Materials, 40, 291–298.
[16]. Chittoori, B., Puppala, A. J., & Raavi, A. (2014). Strength and Stiffness Characterization of Controlled Low-Strength Material Using Native High-Plasticity Clay. Journal of Materials in Civil Engineering, 26(6).
[17]. Collins, F., & Sanjayan, J. G. (1999). Effects of ultra-fine materials on workability and strength of concrete containing alkali-activated slag as the binder. Cement and Concrete Research, 29(3), 459–462.
[18]. Das, S. K., Mahamaya, M., & Reddy, K. R. (2020). Coal mine overburden soft shale as a controlled low strength material. International Journal of Mining, Reclamation and Environment, 34(10), 725–747.
[19]. Das, S. K., & Yudhbir. (2005). Geotechnical Characterization of Some Indian Fly Ashes. Journal of Materials in Civil Engineering, 17(5), 544–552.
[20]. Do, T. M., Kang, G.-O., Go, G.-H., & Kim, Y.-S. (2019). Evaluation of Coal Ash–Based CLSM Made with Cementless Binder as a Thermal Grout for Borehole Heat Exchangers. Journal of Materials in Civil Engineering, 31(6).
[21]. Dockter, B. (1998). Comparison of Dry Scrubber and Class C Fly Ash in Controlled Low-Strength Material (CLSM) Applications. In The Design and Application of Controlled Low-Strength Materials (Flowable Fill) (pp. 13-13–14). 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International.
[22]. Dutta, M., Khare, P., Chakravarty, S., Saikia, D., & Saikia, B. K. (2018). Physico-chemical and elemental investigation of aqueous leaching of high sulfur coal and mine overburden from Ledo coalfield of Northeast India. International Journal of Coal Science & Technology, 5(3), 265–281.
[23]. Gabr, M. A., & Bowders, J. J. (2000). Controlled low-strength material using fly ash and AMD sludge. Journal of Hazardous Materials (Vol. 76). Retrieved from www.elsevier.nlrlocaterjhazmat
[24]. Gunathunga, S. U., Gagen, E. J., Evans, P. N., Erskine, P. D., & Southam, G. (2023). Anthropedogenesis in coal mine overburden; the need for a comprehensive, fundamental biogeochemical approach. Science of The Total Environment, 892, 164515.
[25]. Gupta, A. K., & Paul, B. (2015). A review on utilisation of coal mine overburden dump waste as underground mine filling material: a sustainable approach of mining. International Journal of Mining and Mineral Engineering, 6(2), 172.
[26]. Gupta, T., Mahamaya, M., & Alam, S. (2025). Development and Characterization of CLSM Using Mill Reject and Fly Ash: An Alternate Geo-Material. Indian Geotechnical Journal. https://doi.org/10.1007/s40098-025-01392-3
[27]. Han, J., Jo, Y., Kim, Y., & Kim, B. (2023). Development of High-Performance Fly-Ash-Based Controlled Low-Strength Materials for Backfilling in Metropolitan Cities. Applied Sciences (Switzerland), 13(16). https://doi.org/10.3390/app13169377
[28]. Horiguchi, T., Fujita, R., & Shimura, K. (2011). Applicability of Controlled Low-Strength Materials with Incinerated Sewage Sludge Ash and Crushed-Stone Powder. Journal of Materials in Civil Engineering, 23(6), 767–771.
[29]. Islam, N., Rabha, S., Subramanyam, K. S. V., & Saikia, B. K. (2021). Geochemistry and mineralogy of coal mine overburden (waste): A study towards their environmental implications. Chemosphere, 274, 129736.
[30]. Ismail, I., Bernal, S. A., Provis, J. L., San Nicolas, R., Brice, D. G., Kilcullen, A. R., Hamdan, S., & van Deventer, J. S. J. (2013). Influence of fly ash on the water and chloride permeability of alkali-activated slag mortars and concretes. Construction and Building Materials, 48, 1187–1201.
[31]. Katz, A., & Kovler, K. (2004). Utilization of industrial by-products for the production of controlled low strength materials (CLSM). Waste Management, 24(5), 501–512.
[32]. Kong, X., Wang, G., Rong, S., Liang, Y., Liu, M., & Zhang, Y. (2023). Utilization of Fly Ash and Red Mud in Soil-Based Controlled Low Strength Materials. Coatings, 13(5).
[33]. Kuo, W. Ten, & Gao, Z. C. (2018). Engineering properties of controlled low-strength materials containing bottom ash of municipal solid waste incinerator and water filter silt. Applied Sciences (Switzerland), 8(8).
[34]. Le, D. H., & Nguyen, K. H. (2016). An assessment of eco-friendly controlled low-strength material. In Procedia Engineering (Vol. 142, pp. 260–267). Elsevier Ltd.
[35]. Lee, S. Y., Yoon, H. H., Son, M., Kong, J. Y., & Jung, H. S. (2018). Controlled Low Strength Material for Emergency Restoration Using Bottom Ash and Gypsum. Journal of the Korean Geosynthetics Society, 17(2), 19–31.
[36]. Li, Y., Liu, S., & Guan, X. (2021). Multitechnique investigation of concrete with coal gangue. Construction and Building Materials, 301, 124114.
[37]. Ling, T. C., Kaliyavaradhan, S. K., & Poon, C. S. (2018, January 15). Global perspective on application of controlled low-strength material (CLSM) for trench backfilling – An overview. Construction and Building Materials. Elsevier Ltd.
[38]. Mahamaya, M., Alam, S., & Kumar Das, S. (2024). Development and characterization of alkali activated controlled low strength material using mining waste. Construction and Building Materials, 452, 138928.
[39]. Mahamaya, M., & Das, S. K. (2017). Characterization of mine overburden and fly ash as a stabilized pavement material. Particulate Science and Technology, 35(6), 660–666.
[40]. Mahamaya, M., & Das, S. K. (2020). Characterization of ferrochrome slag as a controlled low-strength structural fill material. International Journal of Geotechnical Engineering, 14(3), 312–321.
[41]. Mahamaya, M., Jain, S., Das, S. K., & Paul, R. (2023). Engineering Properties of Cementless Alkali Activated CLSM Using Ferrochrome Slag. Journal of Materials in Civil Engineering, 35(3).
[42]. Mahima Kumar, M., Senthilvadivu, R., Brahmaji Rao, J. S., Neelamegam, M., Ashok Kumar, G. V. S., Kumar, R., & Jena, H. (2020). Characterization of fly ash by ED-XRF and INAA for the synthesis of low silica zeolites. Journal of Radioanalytical and Nuclear Chemistry, 325(3), 941–947. https://doi.org/10.1007/s10967-020-07243-0
[43]. Mitchell, J. K., & Houston, W. N. (1969). Causes of Clay Sensitivity. Journal of the Soil Mechanics and Foundations Division, 95(3), 845–871. https://doi.org/10.1061/JSFEAQ.0001288
[44]. Mohapatra, M., & Anand, S. (2007). Studies on sorption of Cd(II) on Tata chromite mine overburden. Journal of Hazardous Materials, 148(3), 553–559.
[45]. Okuyucu, O., Jayawickrama, P., & Senadheera, S. (2019). Mechanical Properties of Steel Fiber–Reinforced Self-Consolidating Controlled Low-Strength Material for Pavement Base Layers. Journal of Materials in Civil Engineering, 31(9).
[46]. Poulsen, B., Khanal, M., Rao, A. M., Adhikary, D., & Balusu, R. (2014). Mine Overburden Dump Failure: A Case Study. Geotechnical and Geological Engineering, 32(2), 297–309.
[47]. Raghavendra, T., & Udayashankar, B. C. (2014). Flow and Strength Characteristics of CLSM Using Ground Granulated Blast Furnace Slag. Journal of Materials in Civil Engineering, 26(9).
[48]. Raghavendra, T., & Udayashankar, B. C. (2015). Engineering properties of controlled low strength materials using flyash and waste gypsum wall boards. Construction and Building Materials, 101, 548–557.
[49]. Singh, K. N., & Narzary, D. (2021). Geochemical characterization of mine overburden strata for strategic overburden-spoil management in an opencast coal mine. Environmental Challenges, 3, 100060.
[50]. Wagner, J.-F. (2013). Mechanical Properties of Clays and Clay Minerals (pp. 347–381).
[51]. Williams, J. A., Parmar, D., & Conroy, M. W. (1994). Controlled backfill optimization to achieve high ampacities on transmission cables. IEEE Transactions on Power Delivery, 9(1), 544–552.
[52]. Won, J. P., Lee, Y. S., Park, C. G., & Park, H. G. (2004). Durability characteristics of controlled low-strength materials containing recycled bottom ash. Magazine of Concrete Research, 56(7), 429–436.
[53]. Wu, H., Huang, B., Shu, X., & Yin, J. (2016). Utilization of solid wastes/byproducts from paper mills in Controlled Low Strength Material (CLSM). Construction and Building Materials, 118, 155–163.
[54]. Yan, D. Y. S., Tang, I. Y., & Lo, I. M. C. (2014). Development of controlled low-strength material derived from beneficial reuse of bottom ash and sediment for green construction. Construction and Building Materials, 64, 201–207. https://doi.org/10.1016/j.conbuildmat.2014.04.087
[55]. Yuan, B., Yuan, S., Straub, C., & Chen, W. (2020). Activation of Binary Binder Containing Fly Ash and Portland Cement Using Red Mud as Alkali Source and Its Application in Controlled Low-Strength Materials. Journal of Materials in Civil Engineering, 32(2).
[56]. Zhang, L., Wang, Z., Cao, J., Zeng, X., Tian, F., Xin, F., & Huang, J. (2025). Influence mechanisms and control effects of overburden on rock slope stability: case study in Yanqianshan iron mine, China. Bulletin of Engineering Geology and the Environment, 84(4), 197.
[57]. Zhang, X., & Han, J. (2000). The effect of ultra-fine admixture on the rheological property of cement paste. Cement and Concrete Research, 30(5), 827–830. | ||
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