Open Access
MATEC Web Conf.
Volume 337, 2021
PanAm-Unsat 2021: 3rd Pan-American Conference on Unsaturated Soils
Article Number 03011
Number of page(s) 7
Section Slopes, Embankments, Roads, and Foundations
Published online 26 April 2021
  1. R. P. Cunha & P. J. R. Albuquerque. (2014). Advance of Foundation Techniques in Brazil Since Colonial Times. DYNA (MEDELLÍN). 81, 178–187, doi: 10.15446/dyna.v81n183.31435. [Google Scholar]
  2. H. M. Terceros & K. M. Massarsch. (2014). The use of the expander body with cast in-situ piles in sandy soils. 11th International Conference on Piling and Deep Foundations, 347–358, Stockholm. [Google Scholar]
  3. D K. Georgiadis, D. M. Potts, & L. Zdravković. (2003). The influence of partial soil saturation on pile behavior. Géotechnique. 53:1, 11–25, doi: 10.1680/geot.2003. [Google Scholar]
  4. N. Ravichandran, S. H. Krishnapillai & B. Machmer. (2013). A novel procedure for physical modeling of unsaturated soil-pile system using geotechnical centrifuge. J. Earth Sci. Geotech. Eng. 3:1, 119–134. [Google Scholar]
  5. Z. N. Taylan & S. K. Vanapalli. (2012) Estimation of the Shaft Capacity of Single Piles Using the Conventional and Modified β Method. Mancuso C., Jommi C., D’Onza F. (eds) Unsaturated Soils: Research and Applications. Springer, Berlin, Heidelberg. doi: 10.1007/978-3-642-31343-1_32 [Google Scholar]
  6. J. B. Burland. (1973). Shaft friction of piles in clay - a simple fundamental approach. Ground Engineering. 6:3, 30–42. [Google Scholar]
  7. R. J. Chandler. (1968). The shaft friction of piles in cohesive soils in terms of effective stress. Civil Engineering and Public Works Review. 48–51. [Google Scholar]
  8. S. L. Machado & O. M. Vilar. (1998). Soil shear strength: laboratory tests and expeditious determination (In Portuguese). Solos e Rochas. 21:2, 65–78. [Google Scholar]
  9. N. M. B. Mota. (2003). Advanced in situ Tests in the Brasília Unsaturated Porous Clay: Interpretation and Foundation Design Application (In Portuguese). Ph.D Thesis. Civil and Environmental Engineering Department, Brasília University, Brasília, Pub. G.TD-013A/03, 336p. [Google Scholar]
  10. R. P. Cunha. (2011). Acquired Knowledge on the Behavior of Deep Foundations Vertically and Horizontally Loaded in the Soil of Brasília. Soils and Rocks. 34:3, 177–194. [Google Scholar]
  11. ABNT. (2006). NBR12131: Piles – Static Load Test – Test Method (In Portuguese). ABNT Brazilian Association of Technical Standards, 8 p. [Google Scholar]
  12. R. C. Guimarães. (2002). Analysis of the Properties and Behavior of a Lateritic Soil Profile Applied to the Study of Bored Piles Performance (In Portuguese). MS.c. Dissertation, Civil and Environmental Engineering Department, Brasília University, Brasília, Pub. G.DM – 091A/02, 183 p. [Google Scholar]
  13. B. H. Fellenius. (2020). Basics of Foundation Design. Electronic Edition,, 527 p. [Google Scholar]
  14. H. G. Poulos. (1989). Pile behaviour—theory and application. Géotechnique. 39:3, 365–415, doi: 10.1680/geot.1989.39.3.365 [Google Scholar]
  15. B. H. Fellenius, K. R. Massarsch, M. H. Terceros. (2018). A study of the augmenting effect of equipping piles with an Expander Body. DFI-EFFC International Conference on Deep Foundations and Ground Improvement 1, 6–8, Rome. [Google Scholar]

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