Open Access
Issue |
E3S Web of Conf.
Volume 544, 2024
8th International Symposium on Deformation Characteristics of Geomaterials (IS-Porto 2023)
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Article Number | 06005 | |
Number of page(s) | 6 | |
Section | Behaviour, Characterization and Modelling of Various Geomaterials and Interfaces - Constitutive Modelling of Geomaterials | |
DOI | https://doi.org/10.1051/e3sconf/202454406005 | |
Published online | 02 July 2024 |
- ABNT NBR 6122. 2019. Foundation design and execution (Brazilian Standard). Rio de Janeiro. [Google Scholar]
- Alonso, E. E., Gens, A., & Hight, D. W. 1987. Special Problem Soils. 9th European Conference of Soil Mechanics and Foundation Engineering. General Report, (pp. 1087–1146). [Google Scholar]
- Dublin, IE. Araki, M.S. 1997. Aspects regarding the properties of collapsible porous soils in the Federal District. Master’s Dissertation, Publication: G. DM – 040A/97, Department of Civil Engineering, University of Brasilia, Brasilia, DF,121p. [Google Scholar]
- Campos, D. J., Carvalho, J. C., Silva, C. M., Cavalcante, A. L., & Ozelim, L. C. 2020. Effect of Soil-Pile Contact Friction Coefficient on Bearing Capacity Value. XX Brazilian Congress on Soil Mechanics and Geotechnical Engineering, (p. 8). Campinas, SP [Google Scholar]
- Duarte, L. N. 2012. Evaluation of the Soil-Structure Behavior of Foundation Elements of the Pileated Footing Type. Department of Civil Engineering, Federal University of Vicosa. Doctoral Thesis, Vicosa, MG, 150p. [Google Scholar]
- Guimaraes, R. 2002. Analysis of the Properties and Behavior of a Laterite Soil Profile Applied to the Study of the Performance of Excavated Piles. Master’s Dissertation, Publication: G.DM – 091A/02, Department of Civil Engineering, University of Brasilia, Brasilia, DF. 183p. [Google Scholar]
- Hung, L. C., & Kim, S. R. 2010. Numerical Analysis of Pile Loading Test, A case Study in Dunkirk, France. [Google Scholar]
- Perez, R.F. 2017. Hard inclusion for settlement control in collapsible soils of the Federal District. Master’s Dissertation, Publication: G.DM-284∕17, Department of Civil Engineering, University of Brasilia, Brasilia, DF, 160p. [Google Scholar]
- Rebolledo, J.F.R; Leon, R.F.; Camapum De Carvalho, J. 2019a. Obtaining the mechanical parameters for the hardening soil model of Tropical soils in the city of Brasilia. Soils and Rocks, 42(1): 61–74. DOI:http://dx.doi.org/10.28927/SR.421061. [Google Scholar]
- Van De. Veen, C. 1953. The bearing capacity of a pile. 3rd International Conference on Soils Mechanics and Foundations Engineering (pp. 84–90). Zurich: 2. [Google Scholar]
- Van Impe, W.F. 1994. Influence of screw pile installation parameters on the overall behaviour. Workshop “Piled foundations: full scale investigations, analysis and design”. Napels. [Google Scholar]
- Zeleke, B. 2015. Simulation of Pile Load Test Using Finite Element Method. Department of Civil and Environmental Engineering. AAU/Addis Ababa institute of technology, geotechnical engineering, Ethiopia, 116p. [Google Scholar]
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