The effect of using waste from stone-cutting workshops in improving the mechanical properties of forest road bed soil

Document Type : Complete scientific research article

Authors

1 Associate Professor of Forestry Department, Faculty of Forest Sciences, Gorgan University of Agricultural Sciences and Natural Resources, Gorgan, Iran.

2 PhD student, Department of Forestry, Faculty of Forest Sciences, Gorgan University of Agricultural Sciences and Natural Resources, Gorgan, Iran.

3 Doctoral student, Department of Forestry, Faculty of Forest Sciences, Gorgan University of Agricultural Sciences and Natural Resources, Gorgan, Iran.

Abstract

The effect of using waste from stone-cutting workshops in improving the mechanical properties of forest road bed soil

Abstract
Background and objectives: Fine-grained soils often have problems such as low load ability and shear resistance, difficulty in compaction and settlement. Therefore, the stabilization of fine-grained soils with additives has always been the focus of road construction engineers. On the other hand, today, the use of waste materials in soil stabilization has become common due to its economic nature. In this study, stone powder, which is the waste of stone-cutting workshops, was used to stabilize fine-grained soils.
Materials and methods: Clay samples with low pastiness (CL) were mixed with different amounts of 0, 3, 5, 10, 15, and 20 percent of stone-cut soil compared to dry soil. 7, 28 and 90 days were taken into account for the processing time of soil and stone. In the next step, geotechnical characteristics including grain size, Atterberg limits and compressive strength or CBR were investigated. The characteristics of granulation were investigated using the sieve method, Atterberg limits using the Cassagrande and paste wick method, and compressive strength using the California loading test.
Findings: The results showed that with the addition of stone powder, the contribution of coarse soil fraction increased. So that by adding 20% of stone powder and after 28 days, more than 60% of the weight of each sample belonged to particles with a diameter greater than 0.1 mm. There was no significant difference between the processing times of 28 days and 90 days in terms of mental limit, mental index and loading capacity. However, the values of the mentioned variables were significantly different from the figures recorded in the processing time of 7 days. Adding rock powder to the soil samples decreased the flow limit and the paste index. By adding 20% of stone powder, the soil samples were transformed from pasty state (pasty index = 25) to medium pasty state (pasty index = 8). In addition, the highest amount of CBR or soil loading capacity (19%) was obtained by adding 20% of rock powder.
Conclusion: After 28 days, the soil samples showed the results of all the positive or negative interactions caused by the addition of stone powder, and the passage of more time has no tangible effect on the mechanical properties of the soil. Besides, in the present research, the desired changes in the mechanical properties of the soil were obtained by adding 20% of stone powder.

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References

1.Nasiri, M., Lotfalian, M., Modarres, A., & Wu, W. (2016). Optimum utilization of rice husk ash for stabilization of sub-base materials in construction and repair projects of forest roads. Croatian J. of Forest Engineering. 37 (2), 333-344.
2.Lotfalian, M., Parsakhoo, A., & Savadkoohi, A. (2016). Improvement of forest road gravel surfacing quality by nano-polymer CBR PLUS. Croatian J. of Forest Engineering. 372, 345-352.
3.Baugherian, A., Janalizadeh, A., & Hesami, S. (2005). The use of the rice husk ash for soil stabilization by lime. 2nd National Conference in Civil Engineering, 10-13 May 2005, Iran University of Science & technology, Tehran, 7p. (In Persian)
4.Rajasekaran, G., & Narasimha Rao, S. (2002). Compressibility behavior of lime-treated marine clay. Ocean Engineering. 29 (5), 545-555.
5.Bell, F. G. (1996). Lime stabilization of clay minerals and soil. J. of Engineering Geology. 42, 223-237.
6.Yong, R. N., & Ouhadi, V. R. (2007). Experimental study on instability of bases on natural and lime/cement-stabilized clayey soils. J. of Applied clay science. 35 (3), 238-149.
7.Salehi, M., Bayat, M., Saadat, M., & Nasri, M. (2021). Experimental study on mechanical properties of cement-stabilized soil blended with crushed stone waste. KSCE J. of Civil Engineering. 25, 1974-1984.
8.Agarwal, N. (2015). Effect of stone dust on some geotechnical properties of soil. IOSR J. of Mechanical and Civil Engineering (IOSR-JMCE). 12 (1), 61-64.
9.Tech, M. (2015). Effect of stone dust on some geotechnical properties of soil. IOSR J. of Mechanical and Civil Engineering. 12 (1), 61-63.
10.Saxena, D. (2017). Effects of marble powder and fine sand on properties of expansive soil. International J. of Engineering Trends and Technology. 52 (1), 12-16.
11.Saygılı, A. (2015). Use of waste marble dust for stabilization of clayey soil. Materials Science. 21 (4), 601-606.
12.Rooh Bakhshan, A., & Kalantari, B. (2015). Stabilization of clay with lime and stone waste powder. Amirkabir Scientific Research J. 48 (4), 429-438.
13.Mousa, A., & Magdi, E. (2010). The use of cutting-stone-slurry-waste in engineering practice. Anadolu J. of Agricultural Sciences. 25 (1), 29-33.
14.Al-Joulani, N. (2012). Effect of stone powder and lime on strength, compaction and CBR properties of fine soils. Jordan J. of Civil Engineering. 6 (1), 1-2.
15.Sameer Abdulrasool, A. (2015). Strength improvement of clay soil by using stone powder. J. of Engineering. 21 (5), 72-73.
16.Ibrahim, M. (2022). Influence of stone powder on the mechanical properties of clayey soil. J. of Engineering. 28 (7), 54-67.
17.Demirel, B. (2010). The Effect of the using waste marble dust as fine sand on the mechanical properties of the concrete. International J. of the Physical Sciences. 5 (9), 1372-1380.
18.Bayesteh, H., Sharifi, M., & Haghshenas, A. (2020). Effect of stone powder on the rheological and mechanical performance of cement-stabilized marine clay/sand. Construction and Building Materials. 262, 120792.
19.Abbasi, N., Heydari Pakro, A., & Behramlu, R. (2019). The use of polypropylene fibers, lime and waste stone powder to stabilize clay soil. J. of Soil and Water Sciences. 24 (2), 221-234.
20.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]
21.Davidson, D. T., & Gardiner, W. F. (1949). Calculation of standard proctor density and optimum moisture content from mechanical, analysis, shrinkage and factors and plasticity index. Highway Research Board. 29 (1), 447-481.
22.Javed, M. (2014). Soil mechanics tests. Academic Jihad University of Tehran. 195p.
23.Bshara, A. S., Bind, Y. K., & Sinha, P. K. (2014). Effect of stone dust on geotechnical properties of poor soil. International J. of Civil Engineering and Technology. 5 (4), 37-47.
24.Sabat, A. K. (2012). A study on some geotechnical properties of lime stabilized expansive soil-quarry dust mixes. International J. of Emerging Trends in Engineering and Development. 1 (2), 42-49.
25.Nakayenga, J., Inui, M., Guharay, A., & Hata, T. (2023). Effect of limestone and granite stone powder on properties of cement-treated clay composites and their socioeconomic and environmental impacts. Construction and Building Materials. 393, 107-112.
26.Konovalova, N., Pankov, P., Bespolitov, D., Petukhov, V., Panarin, I., Fomina, E., Lushpey, V., Fatkulin, A., & Othman, A. (2023). Road soil concrete based on stone grinder waste and wood waste modified with environmentally safe stabilizing additive. Case Studies in Construction Materials, 19, 225-231.
27.Kumar, M. (2021). Evaluation of experimental research on black cotton soil stabilization using stone powder. Materials Today: Proceedings, 37 (2), 3490-3493.
Journal of Wood and Forest Science and Technology
Volume 30, Issue 4
December 2024
Pages 131-145

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