COC 861 - Tópicos Especiais em modelagem física e analítica de aterros estruturados

Objetivos

Desenvolver conceitos sobre modelagem física e analítica de aterros estruturados

 

Ementa (Syllabus)

 i. Introdução aos métodos analíticos para o projeto de aterros estruturados

ii. Etapas principais para a modelagem física de aterro estruturados sob condição 3D

iii. Comparação de comportamento da aterro estruturados sob condição 2D e 3D

 

Bibliografia (Bibliography

[1] Al-Naddaf, M., Han, J., Xu, C., Jawad, S., and Abdulrasool, G. (2019). “Experimental Investigation of Soil Arching Mobilization and Degradation under Localized Surface Loading.” Journal of Geotechnical and Geoenvironmental Engineering, 145(12).

[2] Almeida, M. S. S., Fagundes, D. F., Thorel, L., and Blanc, M. (2020). “Geosynthetic-reinforced pile-embankments: Numerical, analytical and centrifuge modelling.” Geosynthetics International.

[3] BS 8006-1, 2010. Code of Practice for Strengthened/reinforced Soils and Other Fills. British Standards InstitutionBSI, London, UK. ISBN 978-0-580-53842-1.

[4] Bolton, M. D. 1986. The strength and dilatancy of sands. Géotechnique 36, No. 1, 65–78.

[5] CUR 226, 2016. Design guideline basal reinforced piled embankments. In: Design Guideline Basal Reinforced Piled Embankments. CRC press.

[6] EBGEO, 2011. Recommendations for design and analysis of earth structures using geosynthetic reinforcements. Digital in English. German geotechnical society. ISBN: 978-3-433-60093-1.

[7] Pham, T. A., Wijesuriya, K., Dias, D., 2021. Analytical model for the design of piled embankments considering cohesive soils. Geosynthetics International. https://doi.org/10.1680/jgein.21.00034.

[8] Van Eekelen, S. J. M., Bezuijen, A., Lodder, H. J., and Van Tol, A. F. (2012a). “Model experiments on piled embankments. Part I.” Geotextiles and Geomembranes.

[9] Van Eekelen, S. J. M., Bezuijen, A., Lodder, H. J., and Van Tol, A. F. (2012b). “Model experiments on piled embankments. Part II.” Geotextiles and Geomembranes.

[10] Zhuang, Y., Cui, X. Y., Wang, K. Y., and Zhang, J. (2021). “A simple design approach to analyse the piled embankment including tensile reinforcement and subsoil contributions.” Geotextiles and Geomembranes, 49(2).

 

Professores

Mauricio Ehrlich 

Seyedhamed Mirmoradi

 

Créditos / CH (Credits/ Workload)

3.0 / 45h