Analysis of the Use of Geogrid for Soil Reinforcement in the Application of Surface Foundation

Authors

DOI:

https://doi.org/10.70597/ijget.v7i1.507

Keywords:

Geosynthetic, Shallow Foundations, Reinforced Soil

Abstract

With the development of constructions, engineering often faces the challenge of building on land with low support capacity. A solution for these cases is the soil reinforcement with geosynthetics, which by increasing the load capacity of soil, enables the use of shallow foundations. In view of this, the present work evaluates the use of the geogrid as a geotechnical reinforcement material. Therefore, a static load proof tests on the plate was performed in sandy soil, in its natural state and reinforced with the geogrid. The soil strengths were compared in both cases and the strength gained with the use of the geogrid was estimated. The results showed that the use of the geogrid could increase soil resistance by over 90%, indicating that it is an excellent reinforcement material for the soil.

References

ABNT – Associação Brasileira de Normas Técnicas, 2003. NBR 12553 - Geotexteis – Terminologia. Rio de Janeiro, RJ, Brasil.

ABNT – Associação Brasileira de Normas Técnicas, 2019. NBR 6489 - Solo - Prova de carga estática em fundação direta. Rio de Janeiro, RJ, Brasil.

Ahmad H., 2022. Sustainability effect of geogrid reinforced tire-shred sand mixtures on the load pressure-settlement response of shallow footing. Heliyon, 8(11), pp.e11743. https://doi.org/10.1016/j.heliyon.2022.e11743.

Akbar, A., Bhat, J.A. and Mir, B.A., 2021. Plate load tests for investigation of the load–settlement behaviour of shallow foundation on bitumen-coated geogrid reinforced soil bed. Innov. Infrastruct. Solut. 6(2), pp.1-17. https://doi.org/10.1007/s41062-020-00397-6.

Araújo L.M.A., 2008. Mecanismos de interação solo-geossintético – Ensaios de Arranque. Universidade de Aveiro.

Borges B. da S., 2012. Estudo da Interação Solo-Geogrelha Pelo Método dos Elementos Discretos. Universidade de Brasília Faculdade de Tecnologia.

Fattah, M.Y., Hassan, W.H. and Rasheed, S.E., 2018. Effect of Geocell Reinforcement above Enterrado Pipes on Surface Settlement. Revista Internacional de Engenharia Civil (IRECE), 9(2), pp.86-90. https://doi.org/10.15866/irece.v9i2.13721

Futai M.M. and Neto J.O.A., 2016. Aspectos gerais do uso de geossintéticos em reforço de aterro sobre solos moles. in: Conf. XVIII Congr. Bras. Mecânica Dos Solos e Eng. Geotécnica, 2016. https://doi.org/10.20906/CPS/CB-02-0040.

Lopes, A.C. das C., 2019. Estudo de interação Solo-Geogrelha-Estrutura de Fundações Rasas Utilizando Modelagem Física Com Solos Transparentes. Universidade Estadual do Norte Fluminense Darcy Ribeiro.

Marques D.A.O., 2008. Reforço de solos de fundação com colunas de jet grouting encabeçadas por geossintéticos. Faculdade de Engenharia, Universidade do Porto.

Teixeira S.H.C., 2003. Estudo da Interação solo-geogrelha em testes de arranchamento e a sua aplicação na análise e dimensionamento de maciços reforçados. Escola de Engenharia de São Carlos, Universidade de São Paulo.

Veen, C.V.D., 1953. The bearing capacity of a pile. in: Int. Conf. Soil Mech. Found. Eng., Zurich: pp. 84–90.

Vertematti J.C., 2015. Aplicações em Reforço de Solos. In: Manual Brasileiro de Geossintéticos. 2nd ed. São Paulo: Blucher.

Downloads

Published

2023-04-30

How to Cite

Dias, A. P., Soares, F. L. and Nascimento, G. R. do (2023) “Analysis of the Use of Geogrid for Soil Reinforcement in the Application of Surface Foundation”, International Journal of Geoscience, Engineering and Technology , 7(1), pp. 1–7. doi: 10.70597/ijget.v7i1.507.