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2024 | OriginalPaper | Chapter

Experimental Study on Mechanical Properties of Glass Powder and Silica Fume Stabilized Clay Soil

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Abstract

The main goal of improving natural soils is to make them more resilient to disasters brought on by excessive and abnormal loading, changing climatic conditions, and natural calamities like earthquakes and landslides. It is necessary to enhance the engineering features of clay soils in particular because they are prone to subsidence. Cement, lime, calcium-based stabilizers, fibers, and recycled plastic waste are all widely used binders for enhancing the engineering qualities of clay soils. In this study, glass powder (GP) and silica fume (SF) are combined with clayey soil to test the soil's strength characteristics. Clays are combined with 10, 15, and 20 wt.% glass powder and 10 wt.% silica fume for this purpose, and then cured for up to 7 and 28 days. According to research, a 15% GP and 10% SF mixture yields the best test outcomes. In comparison to the control samples, the compressive strength, flexural strength and direct shear strength of the best design mixture increased by 391%, 385% and 386% respectively.

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Literature
1.
4.
go back to reference ShenalJayawardane, V., Anggraini, V., Emmanuel, E., Yong, L.L., Mirzababaei, M.: Expansive and compressibility behavior of lime stabilized fber-reinforced marine clay. J. Mater. Civ. Eng. 32(11), 04020328 (2020)CrossRef ShenalJayawardane, V., Anggraini, V., Emmanuel, E., Yong, L.L., Mirzababaei, M.: Expansive and compressibility behavior of lime stabilized fber-reinforced marine clay. J. Mater. Civ. Eng. 32(11), 04020328 (2020)CrossRef
5.
go back to reference Aksoy, H.S.: Silis dumanının killi bir zemin üzerindeki stabilizasyon etkisi (in Turkish). Fırat Univ J Orient Stud 9(1), 74–78 (2010) Aksoy, H.S.: Silis dumanının killi bir zemin üzerindeki stabilizasyon etkisi (in Turkish). Fırat Univ J Orient Stud 9(1), 74–78 (2010)
14.
go back to reference Amina, S.M., Rani, V.: Control of dispersivity of soil using lime and silica fume. Int. J. Res. Appl. Sci. Eng. Technol. 5(5), 386–391 (2017) Amina, S.M., Rani, V.: Control of dispersivity of soil using lime and silica fume. Int. J. Res. Appl. Sci. Eng. Technol. 5(5), 386–391 (2017)
20.
go back to reference Fauzi, A., Djauhari, Z., Fauzi, U.J.: Soil engineering properties improvement by utilization of cut waste plastic and crushed waste glass as additive. Int. J. Eng. Technol. 8, 15 (2016)CrossRef Fauzi, A., Djauhari, Z., Fauzi, U.J.: Soil engineering properties improvement by utilization of cut waste plastic and crushed waste glass as additive. Int. J. Eng. Technol. 8, 15 (2016)CrossRef
21.
go back to reference Canakci, H., Al-Kaki, A., Celik, F.: Stabilization of clay with waste soda lime glass powder. Procedia Eng. 161, 600–605 (2016)CrossRef Canakci, H., Al-Kaki, A., Celik, F.: Stabilization of clay with waste soda lime glass powder. Procedia Eng. 161, 600–605 (2016)CrossRef
22.
go back to reference Parihar, N.S., Garlapati, V.K., Ganguly, R.: Stabilization of black cotton soil using waste glass. In: Hussain, C.M. (ed.) Handbook of Environmental Materials Management, pp. 1–16. Springer International Publishing, Cham, Switzerland (2018) Parihar, N.S., Garlapati, V.K., Ganguly, R.: Stabilization of black cotton soil using waste glass. In: Hussain, C.M. (ed.) Handbook of Environmental Materials Management, pp. 1–16. Springer International Publishing, Cham, Switzerland (2018)
23.
go back to reference Salamatpoor, S., Salamatpoor, S.: Evaluation of adding crushed glass to different combinations of cement-stabilized sand. Int. J. Geo-eng. 8(8) (2017) Salamatpoor, S., Salamatpoor, S.: Evaluation of adding crushed glass to different combinations of cement-stabilized sand. Int. J. Geo-eng. 8(8) (2017)
24.
go back to reference Arabani, M., Sharafi, H., Habibi, M.R., Haghshenas, E.: Laboratory evaluation of cement stabilized crushed glass-sand blends. Electron. J. Geotech. Eng. (EJGE) 17, 1777–1792 (2012) Arabani, M., Sharafi, H., Habibi, M.R., Haghshenas, E.: Laboratory evaluation of cement stabilized crushed glass-sand blends. Electron. J. Geotech. Eng. (EJGE) 17, 1777–1792 (2012)
25.
go back to reference Khan, M.S., Tufail, M., Mateeullah, M.: Effects of waste glass powder on the geotechnical properties of loose subsoils. Civ. Eng. J. 4, 2044–2051 (2018)CrossRef Khan, M.S., Tufail, M., Mateeullah, M.: Effects of waste glass powder on the geotechnical properties of loose subsoils. Civ. Eng. J. 4, 2044–2051 (2018)CrossRef
26.
go back to reference ASTM_D2487: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM International, West Conshohocken, PA (2017) ASTM_D2487: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). ASTM International, West Conshohocken, PA (2017)
27.
go back to reference ASTM_D854: Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer. ASTM Internationa, West Conshohocken, PA (2014) ASTM_D854: Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer. ASTM Internationa, West Conshohocken, PA (2014)
28.
go back to reference ASTM_D4318: Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. ASTM International, West Conshohocken, PA (2017) ASTM_D4318: Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. ASTM International, West Conshohocken, PA (2017)
29.
go back to reference ASTM_D4546: Standard Test Methods for One-Dimensional Swell or Collapse of Soils. ASTM International, West Conshohocken, PA (2014) ASTM_D4546: Standard Test Methods for One-Dimensional Swell or Collapse of Soils. ASTM International, West Conshohocken, PA (2014)
30.
go back to reference BS_1377-2: Methods of Test for Soils for Civil Engineering Purposes, - Part 2: Classification Test, p. 21. British Standards Institution, London (1990) BS_1377-2: Methods of Test for Soils for Civil Engineering Purposes, - Part 2: Classification Test, p. 21. British Standards Institution, London (1990)
31.
go back to reference ASTM_D698: Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort. ASTM International, West Conshohocken, PA (2014) ASTM_D698: Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort. ASTM International, West Conshohocken, PA (2014)
32.
go back to reference ASTM_D2166: Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. ASTM International, West Conshohocken, PA (2016) ASTM_D2166: Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. ASTM International, West Conshohocken, PA (2016)
33.
go back to reference ASTM_D6528: Standard Test Method for Consolidated Undrained Direct Simple Shear Testing of Fine Grain Soils. ASTM International, West Conshohocken, PA (2017) ASTM_D6528: Standard Test Method for Consolidated Undrained Direct Simple Shear Testing of Fine Grain Soils. ASTM International, West Conshohocken, PA (2017)
Metadata
Title
Experimental Study on Mechanical Properties of Glass Powder and Silica Fume Stabilized Clay Soil
Authors
Ayse Pekrioglu Balkis
Bugse Ilman
Copyright Year
2024
DOI
https://doi.org/10.1007/978-3-031-51951-2_5