Investigating the effect of reed plant ash and lime on soil stabilization of forest roads (Case study:Darab Kola-Sari)

Document Type : Complete scientific research article

Authors

1 Professor, Department of Forestry, Faculty of Natural Resources, Sari University of Agricultural Sciences and Natural Resources, Sari, Iran.

2 Master's degree in Forest Engineering, Faculty of Natural Resources, Sari University of Agricultural Sciences and Natural Resources, Sari, Iran.

3 Assistant Professor, Department of Forestry, Faculty of Natural Resources, Sari University of Agricultural Sciences and Natural Resources, Sari, Iran.

4 PhD in Forest Engineering Sciences, Faculty of Natural Resources, Sari University of Agricultural Sciences and Natural Resources, Sari, Iran.

Abstract

Abstract Background and objectives: In Hirkan forests, fine-grained clayey soils have created many problems in construction projects, especially road construction, due to their swelling, and have caused the instability of the road surface and as a result, the pavement has been damaged. Fine-grained soils are problematic due to unfavorable technical properties, especially plastic properties, low permeability, low strength, changes in pore water pressure, changes in volume, texture, chemical properties, and grain structure, and may present complex engineering problems for construction. One of the ways to improve the swelling characteristics of the soil is soil stabilization. Soil stabilization is the use of natural or synthetic additives to improve the mechanical properties of soil. Lime and plant waste are cheap, available and easy to use materials. Materials and methods: In this research, a fixed amount of three percent hydrated lime along with reed plant ash from Phragmites australis with a mixing ratio of three, six, nine and twelve percent to the road bed soil of the study area located in the educational and research forest of Sari University of Agricultural Sciences and Natural Resources - Darabkala was added and then soil mechanics tests including: Atterberg limit, standard compaction test, California bear ratio(CBR) test and uniaxial compressive strength(UCS) test were performed in three repetitions after the processing period. In this research, a constant amount of three percent hydrated lime along with reed ash with a mixing ratio of three, six, nine, and twelve percent was added to the road bed soil of the study area.
Results: The results show that the liquid limit and plasticity index decreased and placticity limit of the soil increased. The maximum dry weight of the samples decreased with the increase of reed ash, and the highest value of 14.52 KN/m3 was recorded and the lowest value of 11.97 KN/m3 was recorded in the soil sample with 3% lime and 12% reed ash. In CBR test, an increasing trend was recorded from 4.9% to 9.7% in the soil sample containing 3% lime and 12% reed ash. The result of the uniaxial compressive strength test in three time periods of 7, 14 and 28 days on the samples shows that the highest value of uniaxial compressive strength is 2.6 Kg/cm2 in the sample containing 3% lime and 6% reed ash after 28 days. Conclusion: Based on the findings of this research, it was concluded that reed ash can be used as a suitable pozzolanic material to stabilize the bed soil of the forest roads in the study area, and the ratio of three percent lime and six percent ash can be used for 28 days to stabilize the bed clay.

Keywords

Main Subjects


 1.Wang, L., Ok, Y. S., Tsang, D. C., Alessi, D. S., Rinklebe, J., Wang, H., Mašek, O., Hou, R., O’Connor, D., & Hou, D. )2020(. New trends in biochar pyrolysis and modification strategies: Feedstock, pyrolysis conditions, sustainability concerns and implications for soil amendment. Soil Use Management.36, 358-386.
2.Papa, I., Picchio, R., Lovrinˇcevi´c, M., Janeš, D., Pentek, T., Validži´c, D., Venanzi, R., & Duka, A. )2023(. Factors affecting earthwork volume in forest road construction on steep Terrain. Land. 12, 400.
3.Nasiri, M., Lotfalian, M., Modarres, A., & Wu, W. )2016(. Optimum utilization of rice husk ash for stabilization of subbase materials in construction and repair projects of forest roads. Croatian J. of Forest Engineering. 37 (2), 333-344.
4.Mousavi, F., Avatefi Hemmat, M., Abdi, E., & Norouzi, A. (2021). The effect of polymer materials on the stabilization of forest roadsubgrade. International J. of Forest Engineering. 32, 235-245.
5.Shirmohammadi, S., Ghaffarpour Jahromi, S., Payan, M., & Senetakis, K. (2021). Effect of lime stabilization and partial clinoptilolite zeolite replacement on the behavior of a silt-sized low-plasticity soil subjected to freezing-Thawing cycles. Coatings. 11, 994.
6.Nikonovas, T., Spessa, A., Doerr, S. H., Clay, G. D., & Mezbahuddin, S. (2020). Near-complete loss of fire-resistant primary tropical forest cover in Sumatra and Kalimantan. Communications Earth & Environment. 1, 65.
7.Mousavi, F., & Abdi, E. (2022). Unconfined Compression Strength of Polymer Stabilized Forest Soil Clay. Geotechnical and Geological Engineering. 40, 4095-4107.
8.Andavan, S., & Kumar, B. M. (2020). Case study on soil stabilization by using bitumen emulsions-A review. Materials Today: Proceedings. 22, 1200-1202.
9.Rangan, P. R., & Tumpu, M. (2021). Effect calcium hydroxide (traditionally called slaked lime) to stabilization of laterite soil. In Proceedings of the IOP Conference Series: Materials Science and Engineering, 12-14 November 2021, Sanya, China, 7p.
10.Baldovino, J. D. J. A., Dos Santos Izzo, R. L., Moreira, E. B., & Rose, J. L. (2019). Optimizing the evolution of strength for lime-stabilized rammed soil. J. of Rock Mechanics and Geotechnical Engineering. 11 (4), 882-891.
11.Afrin, H. (2017). A review on different types soil stabilization techniques. International J. of Transportation Engineering. 3 (2), 19-24.             
12.Onyelowe, K., Van, D. B., Igboayaka, C., Orji, F., & Ugwuanyi, H. (2019). Rheology of mechanical properties of soft soil and stabilization protocols in the developing countries-Nigeria. Materials Science for Energy Technologies. 2 (1), 8-14.
13.Baldovino, J. A., Moreira, E. B., Teixeira, W., Izzo, R. L., and Rose, J. L. (2018). Effects of lime addition on geotechnical properties of sedimentary soil in Curitiba, Brazil. J. of Rock Mechanics and Geotechnical Engineering. 10 (1), 188-194.    
14.Thyagaraj, T., Rao, S. M., Sai Suresh, P., & Salini, U. (2012). Laboratory studies on stabilization of an expansive soil by lime precipitation technique. J. of Materials in Civil Engineering. 24 (8), 1067-1075.       
15.Singh, K., Singh, J., & Kumar, S. (2018). A sustainable environmental study on corn cob ash subjected to elevated temperature. Current World Environment. 13 (1), 144-150
16.Rocha, G. S., de Carvalho Silva, C. H., Pitanga, H. N., de Mendonça, E. P. S., de Lima, D. C., & da Corte, G. D. (2020). Effect of lime on the mechanical response of a soil for use in unpaved forest roads. Acta Scientiarum: Technology. 42, 1806-1818.
17.Emmert, F., Pereira, R. S., Miguel, E. P., Mota, F. C. M., Angelo, H., do Vale, A. T., Machado, M. P. O., Nappo, M. E., & Martins, I. S. (2017). Improving geotechnical properties of a sand- clay soil by cement stabilization for base course in forest roads. African J. of Agricultural Research. 12 (30), 2475-2481.
18.Lindroos, A. J., Ryhti, K., Kaakkurivaara, T., Uusitalo, J., & Helmisaari, H. S. (2019). Leaching of heavy metals and barium from forest roads reinforced with fly ash. Silva Fennica. 53 (2), 46-61.
19.Heidari, A., Parsakhoo, A., Nasiri, M., & Habashi, H. (2018). Effect of the curing time and combination of corncob (Zea mays L.) ash with swelling clay on mechanical properties of soil in forest road. J. of Wood and Forest Science and Technology. 25 (3), 1-18. [In Persian]
20.Butt, W. A., Gupta, K., & Jha, J. N. (2016). Strength behavior of clays soil stabilized with saw dust ash. International J. of GeoEngineering. 7 (18), 1-9.
21.Sharifi Teshnizi, E., Mirzababaei, M., Karimiazar, J., Arjmandzadeh, R., & Mahmoudpardabad, K. (2023). Gypsum and rice husk ash for sustainable stabilization of forest road subgrade. Quarterly J. of Engineering Geology and Hydrogeology. 57, 11-26.
22.Zivari, A., Siavoshnia, M., & Rezaei, H. (2023). Effect of lime-rice husk ash on geotechnical properties of loess soil in Golestan province, Iran. International J. of GeoEngineering. 14 (20), 1-17.
23.Parsakhoo, A., & Rezaee Motlaq, A. (2018). Investigating the effect of the combination of nano-clay and reed ash (Phragmites australis (Cav.) Trin. Ex Steud.) on stabilization of the fine aggregate earthy bed of forest roads. J. of Wood and Technology. 25, 319-330. [In Persian]
24.Nazerian, M., & Nouri Sadeghi, A. (2009). Investigating the chemical properties of reed leaves and stalks (Phragmites australis). 1th Conference on Reforming the Consumption Pattern Focusing on Natural Resources, Agriculture and Veterinary Medicine, 15-20 Nov. 2009, Zabol, 6p.
25.Karimi, A., Abbasi, N., & Siavash Nia, M. (2018). Use of sugarcane and lime bagasse ash to stabilize clay soils. Iranian J. of Water and Soil Research. 49 (1), 1-12. [In Persian]
26.Karim, H. H., Samueel, Z. W., & Ahmed, S. F. (2015). Geotechnical properties of soft clay soil stabilized by reed ashes. 2nd International Conference on Buildings, Construction and Environmental Engineering, 17-18 Oct. 2015, Lebanon, 5p.
27.Sadeeq, J. A., Ochepo, J., Salahudeen, A. B., & Tijjani, S. T. (2015). Effect of bagasse ash on lime stabilized Lateritic Soil. J. of Civil Engineering. 9 (2), 203-213.
28.American Society for Testing and Material (ASTM). (2002). Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (D4318-05). Annual Books of ASTM Standard, Section 4, USA.
29.American Society for Testing and Material (ASTM). (2002). Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (D0698-07E01). Annual Books of ASTM Standard. Section 4, USA.
30.Atterberg, A. (1911). On the investigation of the physical properties of soils and on the plasticity of clays. Internationale Mitteilungenfür Bodenkunde. 1, 10-43. [In German]
31.Bahari, M., & Shahnazari, A. (2015). Experimental study of the fine-grained earthen bed stabilization using nanoclay. J. of Water and Soil Science. 19 (72), 107-114. [In Persian]
32.Yadav, A. K., Gaurav, K., Kishor, R., & Suman, S. K. (2017). Stabilization of alluvial soil for subgrade using rice husk ash, sugarcane bagasse ash and cow dung ash for rural roads. International J. of Pavement Research and Technology. 10 (3), 254-261.
33.Bakhshizadeh, A., Khayat, N., & Horpibulsuk, S. (2022). Surface stabilization of clay using sodium alginate. Case Studies in Construction Materials. 16, 1-13.
34.Arab, M. G., Mousa, R., Gabr, A., Azam, A., El-Badawy, S., & Hassan, A. (2019). Resilient behavior of sodium alginate–treated cohesive soils for pavement applications. J. of Materials in Civil Engineering. 31 (1), 88-100.
35.Ohadi, O. R., Amiri, M., & Zanganeh, L. (2016). Microstructural evaluation of lime consumption and advancement of Posolanic soil reactions and regulated minerals with lime. Scientific-Research J. of Civil Engineering. 16 (1), 11-22. [In Persian]
36.Mousavi, F., Abdi, E., Mashayekhi, Z., Modaresi, M., & Janatbabaei, M. (2023). Investigating the effect of lime on
the swelling characteristics of forest roads. J. of Forest and Wood Products. 76 (3), 207-216. [In Persian]
37.Amadi, A., & Okeiyi, A. (2017). Use of quick and hydrated lime in stabilization of lateritic soil: comparative analysis of laboratory data. International J. of Geo-Engineering. 8, 1-13.
38.Mohammadi, S. D., Nikoodel, M. R., & Golestani, A. (2012). Assessment of the Efficiency of Quicklime and Slaked Lime for Soil Improvement in Forests Containing Organic Materials. Iranian J. of Geotechnical Engineering. 5 (1), 67-78. [In Persian]
39.Saeed, K. A. H., Kassim, K. A., Yunus, N. Z. M., & Nur, H. (2013). Characterization of hydrated limestabilized brown kaolin clay. International J. of Engineering Research & Technology. 2 (11), 3722-3727.
40.Pashabavandpouri, M. A., & Jahangiri, S. (2015). Effect of nano silica on swelling, compaction and strength properties of clayey soil stabilized with lime. J. of Applied Environmental and Biological Sciences. 5 (7), 538-548. [In Persian]
41.Bayat, M., & Bahreinan, S. M. H. (2020). The effect of fly ash and lime on the geotechnical properties of sandy loam soil. J. of the Engineering Geological Society of Iran. 13 (2), 85-95.
42.Bischetti, G. B., De Cesare, G., Mickovski, S. B., Rauch, H. P., Schwarz, M., & Stangl, R. (2021). Design and temporal issues in Soil Bioengineering structures for the stabilization of shallow soil movements. Ecological Engineering. 169, 106-309.