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2023 | OriginalPaper | Buchkapitel

Shear Strength and Settlement Analysis of Stabilized Soil with GGBS and Cement

verfasst von : Darshan C. Sekhar, B. R. Vinod, Anthony Raj, S. T. Shashank

Erschienen in: Advances in Construction Materials and Management

Verlag: Springer Nature Singapore

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Abstract

Construction on weak soils is difficult as it has poor bearing capacity and especially black cotton soil has high swelling or shrinking characteristics. Hence there is a need for the improvement in the soil properties, which can be addressed using stabilization of the soil. In this study, two soil types i.e., red soil and black cotton soil were replaced by different percentages of GGBS with small amount of cement. The improvement in shear properties, both in cohesion and friction of the soil was observed with all the combinations from laboratory testing. The settlements were analysed in PLAXIS 2D and was observed that within 7 days the settlement reduces by more than 60% in both the soil types with additives when compared to natural soils.

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Literatur
1.
Zurück zum Zitat Bell, F. (1993). Engineering treatment of soils. CRC Press. Bell, F. (1993). Engineering treatment of soils. CRC Press.
2.
Zurück zum Zitat Barman, D., & Dash, S. K. (2022). Stabilization of expansive soils using chemical additives: a review. Journal of Rock Mechanics and Geotechnical Engineering, 14, 1319–1342.CrossRef Barman, D., & Dash, S. K. (2022). Stabilization of expansive soils using chemical additives: a review. Journal of Rock Mechanics and Geotechnical Engineering, 14, 1319–1342.CrossRef
3.
Zurück zum Zitat Cokca, E., Yazici, V., & Ozaydin, V. (2009). Stabilization of expansive clays using granulated blast furnace slag (GBFS) and GBFS-cement. Geotechnical and Geological Engineering, 27(4), 489.CrossRef Cokca, E., Yazici, V., & Ozaydin, V. (2009). Stabilization of expansive clays using granulated blast furnace slag (GBFS) and GBFS-cement. Geotechnical and Geological Engineering, 27(4), 489.CrossRef
4.
Zurück zum Zitat Goodarzi, A. R., Akbari, H. R., & Salimi, M. (2016). Enhanced stabilization of highly expansive clays by mixing cement and silica fume. Applied Clay Science, 132, 675–684.CrossRef Goodarzi, A. R., Akbari, H. R., & Salimi, M. (2016). Enhanced stabilization of highly expansive clays by mixing cement and silica fume. Applied Clay Science, 132, 675–684.CrossRef
5.
Zurück zum Zitat James, R., Kamruzzaman, A. H. M., Haque, A., & Wilkinson, A. (2008). Behaviour of lime slag-treated clay. Proceedings of Institute of Civil Engineers-Ground Improvement, 161(4), 207–216.CrossRef James, R., Kamruzzaman, A. H. M., Haque, A., & Wilkinson, A. (2008). Behaviour of lime slag-treated clay. Proceedings of Institute of Civil Engineers-Ground Improvement, 161(4), 207–216.CrossRef
6.
Zurück zum Zitat Jongpradist, P., Jumlongrach, N., Youwai, S., & Chucheepsakul, S. (2010). Influence of fly ash on unconfined compressive strength of cement-admixed clay at high water content. Journal of Materials in Civil Engineering., 22(1), 49–58.CrossRef Jongpradist, P., Jumlongrach, N., Youwai, S., & Chucheepsakul, S. (2010). Influence of fly ash on unconfined compressive strength of cement-admixed clay at high water content. Journal of Materials in Civil Engineering., 22(1), 49–58.CrossRef
7.
Zurück zum Zitat McCarthy, M. J., Csetenyi, L. J., Sachdeva, A., & Dhir, R. K. (2014). Engineering and durability properties of fly ash treated lime-stabilized sulphate-bearing soils. Engineering Geology, 174, 139–148.CrossRef McCarthy, M. J., Csetenyi, L. J., Sachdeva, A., & Dhir, R. K. (2014). Engineering and durability properties of fly ash treated lime-stabilized sulphate-bearing soils. Engineering Geology, 174, 139–148.CrossRef
8.
Zurück zum Zitat Muttharam, M. (2000). Engineering behaviour of ash-modified soils of Karnataka. Ph.D. thesis. Indian Institute of Science, Bangalore, India. Muttharam, M. (2000). Engineering behaviour of ash-modified soils of Karnataka. Ph.D. thesis. Indian Institute of Science, Bangalore, India.
9.
Zurück zum Zitat Otcovska, T., & Padevet, P. (2016). Microstructure of unburned clay and its shrinkage during drying. In Applied mechanics and materials (Vol. 837, pp. 109-112). Otcovska, T., & Padevet, P. (2016). Microstructure of unburned clay and its shrinkage during drying. In Applied mechanics and materials (Vol. 837, pp. 109-112).
10.
Zurück zum Zitat Parikshith, M. V. (2019). Feasibility of flyash based geopolymer for soil stabilization. International Journal of Innovation and Technology and Exploring Engineering, 9, 4348–4351.CrossRef Parikshith, M. V. (2019). Feasibility of flyash based geopolymer for soil stabilization. International Journal of Innovation and Technology and Exploring Engineering, 9, 4348–4351.CrossRef
11.
Zurück zum Zitat Sekhar, D. C., Nayak, S., & Preetham, H. K. (2017). Influence of granulated blast furnace slag and cement on the strength properties of lithomargic clay. Indian Geotechnical Journal, 47(3), 384–392.CrossRef Sekhar, D. C., Nayak, S., & Preetham, H. K. (2017). Influence of granulated blast furnace slag and cement on the strength properties of lithomargic clay. Indian Geotechnical Journal, 47(3), 384–392.CrossRef
12.
Zurück zum Zitat Sekhar, D., & Nayak, S. (2019). SEM and XRD investigations on lithomargic clay stabilized using granulated blast furnace slag and cement. International Journal of Geotechnical Engineering, 13(6), 615–629.CrossRef Sekhar, D., & Nayak, S. (2019). SEM and XRD investigations on lithomargic clay stabilized using granulated blast furnace slag and cement. International Journal of Geotechnical Engineering, 13(6), 615–629.CrossRef
13.
Zurück zum Zitat Sharma, A. K., & Sivapullaiah, P. V. (2016). Ground granulated blast furnace slag amended fly ash as an expansive soil stabilizer. Soils and Foundations, 56(2), 205–212.CrossRef Sharma, A. K., & Sivapullaiah, P. V. (2016). Ground granulated blast furnace slag amended fly ash as an expansive soil stabilizer. Soils and Foundations, 56(2), 205–212.CrossRef
14.
Zurück zum Zitat Sharma, A. K., & Sivapullaiah, P. V. (2012). Improvement of strength of expansive soil with waste granulated blast furnace slag. In GeoCongress (pp. 3920–3928). Sharma, A. K., & Sivapullaiah, P. V. (2012). Improvement of strength of expansive soil with waste granulated blast furnace slag. In GeoCongress (pp. 3920–3928).
Metadaten
Titel
Shear Strength and Settlement Analysis of Stabilized Soil with GGBS and Cement
verfasst von
Darshan C. Sekhar
B. R. Vinod
Anthony Raj
S. T. Shashank
Copyright-Jahr
2023
Verlag
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-99-2552-0_18