Technical Papers
Jan 26, 2024

Long-Term Strength and Durability of Cement-Treated Coal Mine Overburden Materials in Subbase and Base Layers of Low-Volume Roads

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 4

Abstract

Coal is the most abundant fossil fuel and the main source of energy for the production of electricity all over the globe. Excessive utilization of coal results in the production of huge quantities of coal mining wastes called overburden (OB). In addition to occupying precious land, the disposal of these wastes poses major environmental and health risks to local communities. To establish the efficacy of locally available coal mine OB materials in the subbase and base layers of low-volume roads, a laboratory study has been conducted in the present research assessing its effectiveness in terms of mechanical and durability characteristics after stabilizing with various percentages of cement. The mechanical strength of cement-treated OB (CTOB) mixes has been evaluated through destructive tests and validated through nondestructive tests and microstructural analysis. Additionally, the durability characteristics of CTOB mixes have been investigated through the wet-dry (W-D) weathering cycle test, capillary rise (CR) test, and drying shrinkage test. The W-D weathering cycles positively impacted the mechanical strength of CTOB mixes up to 12 cycles; after that, deterioration has been observed. The microstructural study also confirmed the long-term strength development in CTOB blends after exposure to adverse weathering conditions. The CR in CTOB mixes with a cement content of 6% or more was less than 25% of the height sample within 24 h of soaking, and even after 72 h of soaking, these samples did not exhibit 100% of CR. Because 80% of final shrinkage occurs within the first 3 days of drying, a minimum of 3 days of curing is recommended to control the development of shrinkage cracks in the CTOB layers.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors would like to acknowledge Pankri Barwadih Coal Mines Project, NTPC, Barkagaon, Hazaribag, and BCCL, Dhanbad, for generously giving their consent for collection of coal OB samples from their mines.

References

AASHTO. 2011. Standard specifications for transportation for transportation materials and methods of sampling and testing. Washington, DC: AASHTO.
ACI (American Concrete Institute). 2008. Building code requirements for structural concrete (ACI 318-08) and commentary. ACI: 318-08. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2009. Report on soil cement. ACI Committee 230. Farmington Hills, MI: ACI.
Aryal, S. 2019. “Long-term durability of ordinary portland cement and polypropylene fiber stabilized soil.” M.S. thesis, Dept. of Civil Engineering, Southern Illinois Univ. Carbondale.
AS (Standards Australia). 1992. Determination of the drying shrinkage of concrete for samples. AS 1012.13. Sydney, NSW, Australia: AS.
AS (Standards Australia). 1996. Absorption, swell and capillary rise of compacted materials. AS 1141.53. Sydney, NSW, Australia: AS.
ASTM. 1992. Standard test method for slake durability of shales and similar weak rocks. ASTM D4644-87. West Conshohocken, PA: ASTM.
ASTM. 1994a. Standard test methods for freezing and thawing compacted soil-cement mixtures. ASTM D560-03. West Conshohocken, PA: ASTM.
ASTM. 1994b. Standard test methods for wetting and drying compacted soil-cement mixtures. ASTM D559-03. West Conshohocken, PA: ASTM.
ASTM. 2011. Standard practice for classification of soils for engineering purpose (unified soil classification system). ASTM D2487-11. West Conshohocken, PA: ASTM.
Austroads. 2012. Guide to pavement technology Part 2: Pavement structural design. Sydney, NSW, Australia: Austroads.
AustStab. 2001. “Developments in road stabilization.” In Proc., Joint VicRoads and AusStab Technology Transfer Seminar for Austroads NT&E Project 01. Melbourne, VIC, Australia: Australian Stabilisation Industry Association.
Avirneni, D., P. R. Peddinti, and S. Saride. 2016. “Durability and long-term performance of geopolymer stabilized reclaimed asphalt pavement base courses.” Constr. Build. Mater. 121 (Jun): 198–209. https://doi.org/10.1016/j.conbuildmat.2016.05.162.
Baghdadi, Z., and S. Shihata. 1999. “On the durability and strength of soil-cement.” Ground Improvement 3 (1): 1–6. https://doi.org/10.1680/gi.1999.030101.
Bahar, R., M. Benazzoug, and S. Kenai. 2004. “Performance of compacted cement stabilised soil.” Cem. Concr. Compos. 26 (7): 811–820. https://doi.org/10.1016/j.cemconcomp.2004.01.003.
Beriha, B., D. R. Biswal, and U. C. Sahoo. 2019. Effect of wet-dry cycles on mechanical strength properties of cement stabilized granular lateritic soil, 112–121. Berlin: Springer.
BIS (Bureau of Indian Standards). 1967. Methods of tests for pozzolanic materials. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1977. Determination of free swell index of soils. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1983. Methods of test for soils, determination of water content dry density relationship using heavy compaction. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1985. Determination of liquid and plastic limit. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1987. Methods of test for soils, laboratory determination of CBR. New Delhi, India: BIS.
BIS (Bureau of Indian Standards). 1992. Method of non-destructive testing of concrete, Part 1: Ultrasonic pulse velocity. IS 13311-1. New Delhi, India: BIS.
Biswal, D. R., U. C. Sahoo, and S. R. Dash. 2018a. “Durability and shrinkage studies of cement stabilsed granular lateritic soils.” Int. J. Pavement Eng. 20 (12): 1–12. https://doi.org/10.1080/10298436.2018.1433830.
Biswal, D. R., U. C. Sahoo, and S. R. Dash. 2018b. “Mechanical characteristics of cement stabilised granular lateritic soils for use as structural layer of pavement.” Road Mater. Pavement Des. 21 (5): 1201–1223. https://doi.org/10.1080/14680629.2018.1545687.
Bogas, J. A., M. G. Gomes, and A. Gomes. 2013. “Compressive strength evaluation of structural lightweight concrete by non-destructive ultrasonic pulse velocity method.” Ultrasonics 53 (5): 962–972. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:2(203).
Chakrabarti, S., and J. Kodikara. 2003. “Basaltic crushed rock stabilized with cementitious additives: Compressive strength and stiffness, drying shrinkage, and capillary flow characteristics.” Transp. Res. Rec. 1819 (1): 18–26. https://doi.org/10.3141/1819b-03.
Chakrabarti, S., and J. Kodikara. 2005. “Shrinkage behaviour of crushed basaltic rock and residual clay mixture stabilized with cementitious binders.” Int. J. Pavement Eng. 6 (Jun): 27–37. https://doi.org/10.1080/10298430500068654.
Choobbasti, A. J., and S. S. Kutanaei. 2017. “Microstructure characteristics of cement-stabilized sandy soil using nanosilica.” J. Rock Mech. Geotech. Eng. 9 (5): 981–988. https://doi.org/10.1016/j.jrmge.2017.03.015.
Cunningham, B. J. 2013. “Durability studies of lightly stabilised materials.” UNSW Canberra ADFA J. Undergraduate Eng. Res. 6 (1): 1–12.
Das, S. K., M. Mahamaya, and K. R. Reddy. 2020. “Coal mine overburden soft shale as a controlled low strength material.” Int. J. Min. Reclam. Environ. 34 (10): 1–23. https://doi.org/10.1080/17480930.2020.1721043.
Franklin, J. A. 1981. “A shale rating system and tentative applications to shale performance.” Transp. Res. Rec. 790 (3): 2–12.
Franklin, J. A., and R. Chandra. 1972. “The slake durability test.” Int. J. Rock Mech. Min. Sci. 9 (3): 325–328. https://doi.org/10.1016/0148-9062(72)90001-0.
George, K. P. 1990. “Characterization and structural design of cement-treated base.” Transp. Res. Rec. 1288 (1): 78–87.
George, K. P. 2002. Minimizing cracking in cement-treated materials for improved performance. Skokie, IL: Research & Development Bulletin RD123, Portland Cement Association.
Gupta, D., and A. Kumar. 2017. “Performance evaluation of cement-stabilized pond ash-rice husk ash-clay mixture as a highway construction mater.” J. Rock Mech. Geotech. Eng. 9 (Apr): 159–169. https://doi.org/10.1016/j.jrmge.2016.05.010.
Hu, R., and Y. Zhou. 2020. “Study on the application of gangue mixture in road engineering based on computer technology.” IOP Conf. Series: J. Phys. 1578 (012147): 1–5. https://doi.org/10.1088/1742-6596/1578/1/012147.
IRC (Indian Roads Congress). 2002. Rural road manual. New Delhi, India: IRC.
IRC (Indian Roads Congress). 2010. Guidelines for soil and granular material stabilization using cement, lime and flyash. New Delhi, India: IRC.
IRC (Indian Roads Congress). 2015. Guidelines for the design of flexible pavements for low volume roads. New Delhi, India: IRC.
IRC (Indian Roads Congress). 2018. Guidelines for design of stabilized pavements. New Delhi, India: IRC.
ISRM (International Society of Rock Mechanics). 1979. “Suggested methods for determining water content, porosity, density, absorption and related properties and swelling and slake-durability index properties.” Int. J. Rock Mech. Mining Sci. 16 (2): 143–151.
Jiang, W., D. Yuan, J. Shan, W. Ye, H. Lu, and A. Sha. 2022. “Experimental study of the performance of porous ultra-thin asphalt overlay.” Int. J. Pavement Eng. 23 (6): 2049–2061.
Khoury, N. N., and M. M. Zaman. 2002. “Effect of wet–dry cycles on resilient modulus of class C fly ash aggregate base.” Transp. Res. Rec. 1787 (1): 13–21. https://doi.org/10.3141/1787-02.
Khoury, N. N., and M. M. Zaman. 2007. “Durability of stabilized base courses subjected to wet–dry cycles.” Int. J. Pavement Eng. 8 (4): 265–276. https://doi.org/10.1080/10298430701342874.
Lee, K. Y., J. Kodikara, and A. Bouazza. 2004. “Modeling and laboratory assessment of capillary rise in stabilized pavement materials.” Transp. Res. Rec. 1868 (1): 3–13. https://doi.org/10.3141/1868-01.
Li, H., H. Zhang, P. Yan, C. Yan, and Y. Tong. 2021. “Mechanical properties of furnace slag and coal gangue mixtures stabilized by cement and fly ash.” Materials 14 (7103): 1–25. https://doi.org/10.3390/ma14227103.
Li, J., and J. Wang. 2019. “Comprehensive utilization and environmental risks of coal gangue: A review.” J. Cleaner Prod. 239 (Dec): 117946. https://doi.org/10.1016/j.jclepro.2019.117946.
Little, D. N., T. Scullion, P. V. S. Kota, and J. Bhuiyan. 1995. Guidelines for mixture design and thickness design for stabilized bases and subgrades. Austin, TX: Texas A & M Univ.
Liu, Z. L., C. Zhang, and X. Qu. 2020. “Study on the parameter optimization and strength mechanism of coal gangue emulsified asphalt mixture.” Adv. Mater. Sci. Eng. 2020 (Jul): 1–12. https://doi.org/10.1155/2020/9139575.
Luo, Y., J. Meng, D. Wang, L. Jiao, and G. Xue. 2022. “Experimental study on mechanical properties and microstructure of metakaolin based geopolymer stabilized silty clay.” Constr. Build. Mater. 316 (Jan): 125662. https://doi.org/10.1016/j.conbuildmat.2021.125662.
Mandal, R., S. K. Panda, and S. Chakraborty. 2021. “Effect of electrolyzed water (EW) in accelerating the cement setting and hydration as demonstrated by the analytical techniques.” Constr. Build. Mater. 311 (Dec): 125367. https://doi.org/10.1016/j.conbuildmat.2021.125367.
Mandal, T., J. M. Tinjum, A. Gokce, and T. B. Edil. 2015. “Protocol for testing flexural strength, flexural modulus, and fatigue failure of cementitiously stabilized materials using third-point flexural beam tests.” Geotech. Test. J. 39 (1): 1–15.
Medina, F. J., I. Jausoro, M. A. F. Addato, M. J. Rodriguez, F. G. Tomassini, and A. Caneiro. 2022. “On the evaluation of representative elementary area for porosity in shale rocks by field emission scanning electron microscopy.” Energy 253 (Aug): 124141. https://doi.org/10.1016/j.energy.2022.124141.
Mohanty, M., D. R. Biswal, and S. S. Mohapatra. 2023. “A systematic review exploring the utilization of coal mining and processing wastes as secondary aggregate in sub-base and base layers of pavement.” Constr. Build. Mater. 368 (Mar): 130408. https://doi.org/10.1016/j.conbuildmat.2023.130408.
Mohanty, M., S. S. Mohapatra, and S. Nayak. 2022. “Efficacy of C&D waste in base/subbase layers of pavement—Current trends and future prospectives: A systematic review.” Constr. Build. Mater. 340 (Jun): 127726. https://doi.org/10.1016/j.conbuildmat.2022.127726.
NCHRP (National Cooperative Highway Research Program). 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Washington, DC: NCHRP.
Packard, R. G. 1962. Alternate methods for measuring freeze-thaw and wet-dry resistance of soil-cement mixtures. Washington, DC: Highway Research Board.
PCA (Portland Cement Association). 1992. Soil-cement laboratory handbook. Skokie, IL: PCA.
Saha, A. K., S. Majhi, P. K. Sarker, A. Mukherjee, A. Siddika, F. Aslani, and Y. Zhuge. 2021. “Non-destructive prediction of strength of concrete made by lightweight recycled aggregates and nickel slag.” J. Build. Eng. 33 (Jan): 101614. https://doi.org/10.1016/j.jobe.2020.101614.
Scullion, T. 2005. Evaluating the performance of soil-cement and cement-modified soil for pavements: A laboratory investigation. Skokie, IL: Portland Cement Association.
Shihata, S. A., and Z. A. Baghdadi. 2001. “Long-term strength and durability of soil cement.” J. Mater. Civ. Eng. 13 (3): 161–165. https://doi.org/10.1061/(ASCE)0899-1561(2001)13:3(161).
Stracher, G. B., and T. P. Taylor. 2004. “Coal fires burning out of control around the world: Thermodynamic recipe for environmental catastrophe.” Int. J. Coal Geol. 59 (1–2): 7–17. https://doi.org/10.1016/j.coal.2003.03.002.
USACE. 1994. Soil stabilization for pavement. Washington, DC: Department of the Army, the Navy, and the Air Force.
Ventura, D. F. C. 2003. Durability testing of LCB and CTB materials supplied by Caltrans. Berkeley, CA: Univ. of California.
Wen, H., M. Balasingam, T. Edil, J. Tinjum, A. Gokce, J. Wang, J. Casmer, and Z. Su. 2011. Characterization of cementitiously stabilized layers for use in pavement design and analysis. Washington, DC: National Cooperative Highway Research Program.
Xiaoyuan, W., H. Pengju, B. Xiaohong, and L. Xiangyu. 2019. “Influences of slag on properties of lightweight cement-treated soils subjected to sulfate corrosion.” Constr. Build. Mater. 205 (Apr): 511–518. https://doi.org/10.1016/j.conbuildmat.2019.02.043.
Zhang, Z., and M. Tao. 2008. “Durability of cement stabilized low plasticity soils.” J. Geotech. Geoenviron. Eng. 134 (2): 203–213. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:2(203).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 4April 2024

History

Received: Mar 13, 2023
Accepted: Sep 29, 2023
Published online: Jan 26, 2024
Published in print: Apr 1, 2024
Discussion open until: Jun 26, 2024

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Monika Mohanty [email protected]
Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology (Indian School of Mines), Dhanbad, Jharkhand 826004, India; Assistant Professor, Dept. of Civil Engineering, Parala Maharaja Engineering College, Berhampur, Odisha 761003, India. Email: [email protected]
Smruti Sourava Mohapatra, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology (Indian School of Mines), Dhanbad, Jharkhand 826004, India (corresponding author). Email: [email protected]

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