Open Access
Issue |
E3S Web Conf.
Volume 427, 2023
International Conference on Geotechnical Engineering and Energetic-Iraq (ICGEE 2023)
|
|
---|---|---|
Article Number | 01022 | |
Number of page(s) | 8 | |
Section | Development in Geotechnical Engineering | |
DOI | https://doi.org/10.1051/e3sconf/202342701022 | |
Published online | 13 September 2023 |
- Blayi R.A., Sherwani A.F., Ibrahim H.H., Faraj R.H., Daraei A. Strength improvement of expansive soil by utilizing waste glass powder. Case Studies in Construction Materials. 2020 Dec 1;13:e00427. [CrossRef] [Google Scholar]
- Khadka S.D., Jayawickrama P.W., Senadheera S., Segvic B. Stabilization of highly expansive soils containing sulfate using metakaolin and fly ash based geopolymer modified with lime and gypsum Transp. Geotech. 2020; 23 Article 100327 [Google Scholar]
- Sharma R.K., Bhardwaj A. Effect of construction demolition and glass waste on stabilization of clayey soil. In Proceedings of the 1st International Conference on Sustainable Waste Management through Design: IC_SWMD. 2018; 87–94. Springer International Publishing. [Google Scholar]
- Dang L.C., Fatahi B., Khabbaz H. Behaviour of expansive soils stabilized with hydrated lime and bagasse fibres. Procedia engineering. 2016 Jan 1;143(1):658–665. [CrossRef] [Google Scholar]
- Singh V.K., Bommireddy D.B., Phanikumar B.R. Innovative techniques in road and rail construction on expansive soils. Int. J. Civ. Eng. 2016;3(7):119–126. [CrossRef] [Google Scholar]
- Daraei A., Sherwani A.F., Faraj R.H., Mohammad S., Kurdo S., Zare S., Mahmoodzadeh A. Stabilization of problematic soil by utilizing cementitious materials. Innovative Infrastructure Solutions. 2019 Dec;4(1):1–10. [CrossRef] [Google Scholar]
- Salih A.G. Review on granitic residual soils’ geotechnical properties. Electronic Journal of Geotechnical Engineering. 2012; 2645–2658. [Google Scholar]
- Salih A.G., Ismael A.M. Influence of clay contents on drained shear strength parameters of residual soil for slope stability evaluation. GEOMATE Journal. 2019 Jul 28;17(59):166–172. [Google Scholar]
- Latifi N., Meehan C.L., Abd Majid M.Z., Horpibulsuk S. Strengthening montmorillonitic and kaolinitic clays using a calcium-based non-traditional additive: A micro-level study. Applied Clay Science. 2016 Nov 1;132(1):182–193. [CrossRef] [Google Scholar]
- Olufowobi J., Ogundoju A., Michael B., Aderinlewo O. Clay soil stabilisation using powdered glass. Journal of Engineering Science and Technology. 2014 Oct;9(5):541–558. [Google Scholar]
- Khan M.S., Tufail M., Mateeullah M. Effects of waste glass powder on the geotechnical properties of loose subsoils. Civil Engineering Journal. 2018 Sep 30;4(9):2044–2051. [CrossRef] [Google Scholar]
- Kazmi D., Williams D.J., Serati M. Waste glass in civil engineering applications-A review. International Journal of Applied Ceramic Technology. 2020 Mar;17(2):529–554. [CrossRef] [Google Scholar]
- Behnood, A. Soil and clay stabilization with calcium-and non-calcium-based additives: A state-of-the-art review of challenges, approaches and techniques. Transportation Geotechnics. 2018 Dec 1;17(1):14–32. [CrossRef] [Google Scholar]
- Karkush M.O., Yassin S.A. Using sustainable material in improvement the geotechnical properties of soft clayey soil. Journal of Engineering Science and Technology. 2020 Aug;15(4):2208–2218. [Google Scholar]
- Mitchell J.K., Soga K. Fundamentals of soil behavior. New York: John Wiley & Sons; 2005 May 25. [Google Scholar]
- Nelson J., Miller D.J. Expansive soils: problems and practice in foundation and pavement engineering. John Wiley & Sons; 1997 Feb 13. [Google Scholar]
- Sabat A.K., Pati S. A review of literature on stabilization of expansive soil using solid wastes. Electronic Journal of Geotechnical Engineering. 2014 Nov;19(6):251–256. [Google Scholar]
- Karkush M.O., Abdulkareem M.S. Deep remediation and improvement of soil contaminated with residues oil using lime piles. International Journal of Environmental Science and Technology. 2019 Nov;16(1):7197–7206. [CrossRef] [Google Scholar]
- Karkush M.O., Al-Taher T.A. Geotechnical evaluation of clayey soil contaminated with industrial wastewater. Archives of civil engineering. 2017; 63(1). [Google Scholar]
- Olofinnade O.M., Ede A.N., Ndambuki J.M., Ngene B.U., Akinwumi I.I., Ofuyatan O. Strength and microstructure of eco-concrete produced using waste glass as partial and complete replacement for sand. Cogent Engineering. 2018 Jan 1;5(1):1483860. [CrossRef] [Google Scholar]
- Safi W., Singh S. Efficient & effective improvement and stabilization of clay soil with waste materials. Materials Today: Proceedings. 2022 Jan 1;51(1):947–955. [CrossRef] [Google Scholar]
- Etim R.K., Ekpo D.U., Attah I.C., Onyelowe K.C. Effect of micro sized quarry dust particle on the compaction and strength properties of cement stabilized lateritic soil. Cleaner Materials. 2021 Dec 15;2(1):100023. [CrossRef] [Google Scholar]
- Abdalqadir Z.K., Salih N.B. An Experimental Study on Stabilization of Expansive Soil Using Steel Slag and Crushed Limestone. Sulaimani Journal for Engineering Sciences. 2020;7(1):37–48. [Google Scholar]
- Salih N.B., Abdalla T.A. Characterization of the Geotechnical Properties of CL Soil Improved by Limestone. Arabian Journal of Geosciences. 2022;15(1):604. [CrossRef] [Google Scholar]
- Bilondi M.P., Toufigh M.M., Toufigh V. Experimental investigation of using a recycled glass powder-based geopolymer to improve the mechanical behavior of clay soils. Construction and building Materials. 2018 May 10;170:302–313. [CrossRef] [Google Scholar]
- Baldovino J.J., Izzo R.L., Rose J.L., Domingos M.D. Strength, durability, and microstructure of geopolymers based on recycled-glass powder waste and dolomitic lime for soil stabilization. Construction and Building Materials. 2021 Feb 15;271:121874. [CrossRef] [Google Scholar]
- Javed S.A., Chakraborty S. Effects of waste glass powder on subgrade soil improvement. World Scientific News. 2020;144(1):30–42. [Google Scholar]
- Modi P.M., Patel D.D., Kheni H.B., Kalathiya R.D., Qureshi M.A., Goyani D.G. Effect of lime and glass powder on properties of regur soil, international journal of engineering research & technology (IJERT). 2019; 8(7). [Google Scholar]
- American Society for Testing and Materials (ASTM). Standard Test Method for Particle Size Analysis of Soils; ASTM International: West Conshohocken. 2007; P.A., USA. [Google Scholar]
- American Society for Testing and Materials (ASTM). Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils; ASTM International: West Conshohocken. 2005; P.A., USA. [Google Scholar]
- American Society for Testing and Materials (ASTM). Standard Test Method for Specific Gravity of Soil Solids by Water Pycnometer; ASTM International: West Conshohocken. 2002; P.A., USA, 2002. [Google Scholar]
- American Society for Testing and Materials (ASTM). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort; ASTM International: West Conshohocken. 2000; P.A., USA. [Google Scholar]
- American Society for Testing and Materials (ASTM). Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System); ASTM International: West Conshohocken. 2011; P.A., USA. [Google Scholar]
- ASTM, D2166-13/D2166M-16. Standard Test Method for Unconfined Compressive Strength of Cohesive Soil, ASTM International, West Conshohocken. 2016; PA USA. [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.