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Improving Landfill Liner Performance through Mitigating Desiccation Cracking Using Fiber and Nanocomposite Materials: A Laboratory Study | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 16، دوره 14، شماره 1 - شماره پیاپی 41، اردیبهشت 2026 اصل مقاله (2.21 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2025.36411.2240 | ||
| نویسندگان | ||
| Hojat Dehestani1؛ Abdolhosein Haddad* 2 | ||
| 1Ph.D., Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| 2Professor, Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| تاریخ دریافت: 13 دی 1403، تاریخ بازنگری: 23 بهمن 1403، تاریخ پذیرش: 14 اسفند 1403 | ||
| چکیده | ||
| Landfill liners are critical components of waste management infrastructure, designed to prevent the migration of leachate into the surrounding environment. However, the long-term performance of these liners is significantly influenced by their susceptibility to desiccation cracking. This study investigated the effectiveness of incorporating polypropylene composites, micro-silica, and nano-silica as additives within the clay liner material to mitigate cracking and enhance overall liner performance. Three distinct clay types were evaluated: local soil, soil excavated from the landfill site, and a synthetic clay mixture. Laboratory experiments were conducted to assess the impact of the additives on crack formation and by extension, the hydraulic conductivity of the liner material. The results demonstrated a significant reduction in crack formation across all clay types with the addition of 0.8% polypropylene. Similarly, incorporating 20% micro-silica exhibited a marked decrease in cracking, suggesting a potential improvement in the long-term hydraulic performance of the liner. These findings indicate that the inclusion of these additives can enhance the resistance of the clay liner to desiccation, thereby minimizing the risk of leachate migration and contributing to the environmental integrity of the landfill site. This research has important implications for the design and construction of more robust and environmentally sound landfill liners. Further research is warranted to optimize the concentration and combination of these additives, evaluate their long-term performance under field conditions, and assess their cost-effectiveness in improving the overall durability and environmental performance of landfill liners. | ||
| کلیدواژهها | ||
| Liner of the landfill؛ Improvement؛ Composite materials؛ Reduce of crack width؛ Soil clay | ||
| مراجع | ||
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[1] Tang C-S, Zhu C, Cheng Q, Zeng H, Xu J-J, Tian B-G, et al. Desiccation cracking of soils: A review of investigation approaches, underlying mechanisms, and influencing factors. Earth-Science Rev 2021;216:103586.
[2] Munfakh GA, Wyllie DC. Ground improvement engineering-issues and selection. ISRM Int. Symp., ISRM; 2000, p. ISRM-IS.
[3] Tay Y., Stewart D., Cousens T. Shrinkage and desiccation cracking in bentonite–sand landfill liners. Eng Geol 2001;60:263–74. https://doi.org/10.1016/S0013-7952(00)00107-1.
[4] Zeng H, Tang C, Cheng Q, Zhu C, Yin L, Shi B. Drought‐Induced Soil Desiccation Cracking Behavior With Consideration of Basal Friction and Layer Thickness. Water Resour Res 2020;56. https://doi.org/10.1029/2019WR026948.
[5] Vogel H-J, Hoffmann H, Roth K. Studies of crack dynamics in clay soil: I. Experimental methods, results, and morphological quantification. Geoderma 2005;125:203–11. https://doi.org/https://doi.org/10.1016/j.geoderma.2004.07.009.
[6] A. AB, H. BC. Effect of Desiccation on Compacted Natural Clays. J Geotech Geoenvironmental Eng 2001;127:67–75. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:1(67).
[7] Yao X, Zhao F. A comprehensive evaluation of the development degree and internal impact factors of desiccation cracking in the Sanxingdui archaeological site. Herit Sci 2023;11:93. https://doi.org/10.1186/s40494-023-00934-3.
[8] Al-Jeznawi D, Sanchez M, Al-Taie AJ. Using Image Analysis Technique to Study the Effect of Boundary and Environment Conditions on Soil Cracking Mechanism. Geotech Geol Eng 2021;39:25–36. https://doi.org/10.1007/s10706-020-01376-5.
[9] Vail M, Zhu C, Tang C-S, Anderson L, Moroski M, Montalbo-Lomboy MT. Desiccation Cracking Behavior of MICP-Treated Bentonite. Geosciences 2019;9:385. https://doi.org/10.3390/geosciences9090385.
[10] Tang CS. Desiccation Cracking of Clayey Soils. Nanjing Univ Nanjing, China 2008;118.
[11] Omidi GH, Thomas JC, Brown KW. Effect of desiccation cracking on the hydraulic conductivity of a compacted clay liner. Water Air Soil Pollut 1996;89:91–103. https://doi.org/10.1007/BF00300424.
[12] Rahimi H, Abbasi N. Geotechnical Engineering, Problematic soils 2015.
[13] Fang H-Y, Chaney RC. Introduction to Environmental Geotechnology. CRC Press; 2016. https://doi.org/10.1201/9781315374734.
[14] Bin SHI, Chao-sheng T, Bao-jun W, Hong-tao J. Development and mechanism of desiccation cracking of clayey soil under different temperatures. Geol J China Univ 2009;15:192.
[15] Uday K V, Singh DN. Investigation on Cracking Characteristics of Fine-Grained Soils Under Varied Environmental Conditions. Dry Technol 2013;31:1255–66. https://doi.org/10.1080/07373937.2013.785433.
[16] Atique A, Sanchez M. Analysis of cracking behavior of drying soil. 2nd Int. Conf. Environ. Sci. Technol., vol. 6, 2011.
[17] Torres MÁA, de Luna Armenteros E, Fernández PG, Fernández RMO. Digital image analysis for the estimation of cracked areas and the soil shrinkage characteristic curve in clay soils amended with composted sewage sludge. Spanish J Agric Res 2004;2:473–80.
[18] Shit PK, Bhunia GS, Maiti R. Soil crack morphology analysis using image processing techniques. Model Earth Syst Environ 2015;1:35. https://doi.org/10.1007/s40808-015-0036-z.
[19] Tang C, Shi B, Liu C, Zhao L, Wang B. Influencing factors of geometrical structure of surface shrinkage cracks in clayey soils. Eng Geol 2008;101:204–17. https://doi.org/10.1016/j.enggeo.2008.05.005.
[20] Tollenaar RN, van Paassen LA, Jommi C. Observations on the desiccation and cracking of clay layers. Eng Geol 2017;230:23–31. https://doi.org/https://doi.org/10.1016/j.enggeo.2017.08.022.
[21] Taha MR. Recent developments in nanomaterials for geotechnical and geoenvironmental engineering. MATEC web Conf., vol. 149, EDP Sciences; 2018, p. 2004.
[22] Behrooz Sarand F, Azarnia A, Soltani Jigheh H, Ebrahimi Asl S, dabiri rouzbeh. Physio-mechanical evaluation of Nano-soil as an additive to the sand-bentonite mixture for Tabriz city landfill liner. AUT J Civ Eng 2022;6:359–68. https://doi.org/10.22060/ajce.2023.21129.5793.
[23] Changizi F, Haddad A. Application of Nano Materials in Improving Geotechnical Properties of Soils: A Review Study. J Rehabil Civ Eng 2023;11:138–58. https://doi.org/10.22075/jrce.2023.28563.1720.
[24] Taha MR, Taha OME. Influence of nano-material on the expansive and shrinkage soil behavior. J Nanoparticle Res 2012;14:1190. https://doi.org/10.1007/s11051-012-1190-0.
[25] Harianto T, Hayashi S, Du Y-J, Suetsugu D. Effects of Fiber Additives on the Desiccation Crack Behavior of the Compacted Akaboku Soil as A Material for Landfill Cover Barrier. Water Air Soil Pollut 2008;194:141–9. https://doi.org/10.1007/s11270-008-9703-2.
[26] Shukla SK. Fundamentals of Fibre-Reinforced Soil Engineering. Singapore: Springer Singapore; 2017. https://doi.org/10.1007/978-981-10-3063-5.
[27] Nikbakht M, Sarand FB, Dabiri R, Hajialilue Bonab M. Investigation of the Leachate Effect on Permeability and Geotechnical Characteristics of Fine-Grained Soil Modified Using Nanoclay–Nanofiber Composites. Water 2023;15:294. https://doi.org/10.3390/w15020294.
[28] Falamaki A, Salimi M, Vakili AH, Homaee M, Aryanpour M, Sabokbari M, et al. Experimental investigation of the effect of landfill leachate on the mechanical and cracking behavior of polypropylene fiber-reinforced compacted clay liner. Environ Sci Pollut Res 2023;30:77517–34. https://doi.org/10.1007/s11356-023-27512-1.
[29] Tao G, Guo E, Yuan J, Chen Q, Nimbalkar S. Permeability and Cracking of Compacted Clay Liner Improved by Nano-SiO2 and Sisal Fiber. KSCE J Civ Eng 2023;27:5109–22. https://doi.org/10.1007/s12205-023-1435-8.
[30] Kalkan E. Influence of silica fume on the desiccation cracks of compacted clayey soils. Appl Clay Sci 2009;43:296–302. https://doi.org/https://doi.org/10.1016/j.clay.2008.09.002.
[31] Hataf N, Baharifard A. Reducing Soil Permeability Using Microbial Induced Carbonate Precipitation (MICP) Method: A Case Study of Shiraz Landfill Soil. Geomicrobiol J 2020;37:147–58. https://doi.org/10.1080/01490451.2019.1678703.
[32] Fareghian M, Afrazi M, Fakhimi A. Soil Reinforcement by Waste Tire Textile Fibers: Small-Scale Experimental Tests. J Mater Civ Eng 2023;35. https://doi.org/10.1061/(ASCE)MT.1943-5533.0004574.
[33] Dehestani H, Haddad A, Karimi-Maleh H. Introducing Nanoclay and Silica-based Composites as a New Approach for Improving Chemical and Mechanical Properties of Soil: A Review. Nanosci Nanotechnology-Asia 2022;12. https://doi.org/10.2174/2210681211666211004104152.
[34] Liu C, Tang C-S, Shi B, Suo W-B. Automatic quantification of crack patterns by image processing. Comput Geosci 2013;57:77–80. https://doi.org/https://doi.org/10.1016/j.cageo.2013.04.008.
[35] Tang C-S, Shi B, Cui Y-J, Liu C, Gu K. Desiccation cracking behavior of polypropylene fiber–reinforced clayey soil. Can Geotech J 2012;49:1088–101. https://doi.org/10.1139/t2012-067.
[36] Miller CJ, Rifai S. Fiber Reinforcement for Waste Containment Soil Liners. J Environ Eng 2004;130:891–5. https://doi.org/10.1061/(ASCE)0733-9372(2004)130:8(891). | ||
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