Treatment of Swelling Soil Using Crushed Glass Wastes and Lime | ||||
| JES. Journal of Engineering Sciences | ||||
| Article 3, Volume 51, Issue 1, January and February 2023, Page 32-50 PDF (1.32 MB) | ||||
| Document Type: Research Paper | ||||
| DOI: 10.21608/jesaun.2022.135111.1130 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
Shehab Nasr Abdelmoneim Mohamed  1; Mostafa Abdou Abdel Naiem Mahmoud2; Ahmed Rushdy Towfeek3
| ||||
| 1M.Sc. Student, Civil Engineering department, Faculty of Engineering, Assiut University, Assiut 71516, Egypt. | ||||
| 2Professor, Civil Engineering department, Faculty of Engineering, Assiut University, Assiut 71516, Egypt. | ||||
| 3Assoc. Professor, Civil Engineering department, Faculty of Engineering in Qena, Al-Azhar University, Egypt. | ||||
| Abstract | ||||
| This research aims to improve the engineering properties of expansive soil by using locally low-cost materials such as crushed glass wastes and lime. The studied expansive soil is considered unsuitable soil for civil engineering projects such as roads and buildings, as it was classified according to the AASHTO classification A-7-6. This soil was treated only with different ratios of crushed glass wastes (0%, 5%, 10%, 15%, and 20% by weight of dry soil), as well as the soil was treated only with different ratios of lime (0%, 2%, 4%, 6%, and 8% by weight of dry soil). Experiments of Atterberg limits, standard Procter, direct shear, free swell, swelling pressure, and both un-soaked and soaked California Bearing Ratio tests were carried out on the untreated and treated soil. The results showed that by increasing added percentage of crushed glass wastes and lime separately, the consistency properties (Atterberg limits), the shear strength parameters (direct shear test), free swell, swelling pressure, and both un-soaked and soaked California Bearing Ratio of the studied expansive soil were improved; except for compaction characteristics, by adding crushed glass wastes the M.D.D was increased and O.M.C was decreased while by adding lime, the M.D.D was decreased and O.M.C was increased. This helps to make use of low-cost local materials, clean the environment of glass wastes, and recycle these wastes so that they can be used on an environmental, economic, and engineering level. This aligns with Egypt's Vision 2030 sustainable development approach in both the environmental and economic dimensions. | ||||
| Keywords | ||||
| Expansive soil; Crushed glass wastes; Lime; Soil treatment | ||||
| References | ||||
|
[1] Afaf, A.; Hesham, A.; Atef, A., Elh, M.; (2013) Improvement of expansive subgrade by lime addition. Journal of Engineering Sciences, Assiut University, Faculty of Engineering, Vol. 41, No. 5, pp. 1778 – 1795.
[2] Farghaly, A.A.; El-Shater, A.; Abdel Naiem, M.A.; Hamdy, F.; (2020) Lime addition chemical stabilization of expansive soil at Al- Kawamil city, Sohag region, Egypt. international journals and conference proceedings, Vol. 5, No. 1, PP. 1-11.
[3] Elsharief, A.M.; Elhassan, A.A.M.; Mohamed, A.E.M.; (2013) Lime Stabilization of Tropical Soils From Sudan For Road Construction. International Journal of GEOMATE, Vol. 4, No. 2, PP. 533-538.
[4] Emarah, D.A.; Seleem, S.A.; (2018) Swelling soils treatment using lime and sea water for roads construction. Alexandria Engineering Journal, Vol. 57, No. 4, PP. 2357-2365.
[5] Hussein, M.M.A.; (2016) Effect of Different Water Types on Expansive Soil Behavior. Life Science Journal, Vol. 13, No. 5, PP. 89-94.
[6] Abdel Naiem, M.A.; Khashila, M.; Kabasy, A.; Mohey, W.M.; (2021). Treatment of Expansive Soil: A Comprehensive Review. Conference: 2nd International Conference on Civil Engineering Recent Applications and Future Challenges At Hurghada, Egypt.
[7] Abu zeid, M.M.; (2016) Improve Swelling Soil Properties by Mixing With Lime for Road Projects. European Journal of Academic Essays, Vol. 3, No. 2, PP. 94-99.
[8] Moghal, A.A.B.; Elkady, T.Y.; (2012) Durability Studies on Expansive Soils Treated with Lime. International Conference on Ground Improvement & Ground Control, PP. 1187- 1192.
[9] Baglari, D.; Dash, S.K.; (2013) Improvement of expansive soil by lime and reinforcement. Proceedings of Indian Geotechnical Conference, India, pp. 1-6.
[10] Kechouane, Z.; Nechnech, A.; (2015) Characterization of an expansive clay treated with lime: effect of compaction on the swelling pressure. 4th International Congress in Advances in Applied Physics and Materials Science (APMAS 2014) AIP Conf. Proc. 1653, 020057-1–020057-8.
[11] Abdulaziz, E.S.M.; Taha, Y.K.; Kenawi, M.A.; Kamel, A.O.; (2013) Treatment of expansive soil with chemical additives. Journal of Engineering Sciences, Assiut University, Faculty of Engineering, Vol. 41, No. 5, pp. 1765 – 1777.
[12] Attom, M.; (2018) The use of waste glass material to control soil swelling pressure. Proceedings of International Conference on Technological Challenges for Better World 2018.
[13] Lingwanda, M.I.; (2018) Use of waste glass in improving subgrade soil properties. International Journal of Research in Engineering and Technology, Vol. 07, No. 04, pp. 28–32.
[14] Javed, S.A.; Chakraborty, S.; (2020) Effects of Waste Glass Powder on Subgrade Soil Improvement. World Scientific News Journal, Vol. 144, pp. 30–42.
[15] Mahdi, Z.A.Z.; and Al-Hassnawi, N.S.; (2018) assessment of subgrade soil improvement by waste glass powder. International Journal of Civil Engineering and Technology (IJCIET), Vol. 9, No. 10, pp. 12–21.
[16] Zumrawi, M.M.E.; Hamza, O.S.M.; (2014) Improving the Characteristics of Expansive Subgrade Soils Using Lime and Fly Ash. International Journal of Science and Research (IJSR), Vol. 3, No. 12, pp. 1124– 1129.
[17] Egyptian Code of Soil Mechanics and Foundation Design and Construction (2009), ECP 202/2-2001. "Laboratory tests", Cairo, National Center for Housing and Construction Research.
| ||||
|
Statistics Article View: 240 PDF Download: 692 |
||||
