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All issues Volume 337 (2021) MATEC Web Conf., 337 (2021) 03006 References
Open Access
Issue
MATEC Web Conf.
Volume 337, 2021
PanAm-Unsat 2021: 3rd Pan-American Conference on Unsaturated Soils
Article Number 03006
Number of page(s) 8
Section Slopes, Embankments, Roads, and Foundations
DOI https://doi.org/10.1051/matecconf/202133703006
Published online 26 April 2021
  1. K. Terzaghi. (1943). Theoretical soil mechanics. John Wiley and Sons. New York. [CrossRef] [Google Scholar]
  2. A. B. Vesic. (1963). Bearing capacity of deep foundations in sand. Washington, D.C., pp. 112–153. [Google Scholar]
  3. J. C. A. Cintra and N. Aoki. (1999). Carga admissível em fundações profundas. EESC/USP. São Carlos. [Google Scholar]
  4. L. D. écourt and A. R. Quaresma. (1978). Capacidade de carga de estacas a partir de valores de SPT. Rio de Janeiro, COBRAMSEG, 6. 1, pp. 45–53. [Google Scholar]
  5. L. Décourt. (1996). A ruptura de fundações avaliada com base no conceito de rigidez. SEFE, São Paulo, 1, pp. 215–224. [Google Scholar]
  6. N. Aoki and D. A. Velloso. (1975). An approximate method to estimate the bearing capacity of piles. Buenos Aires, PASSMFE, 5, pp. 367–374. [Google Scholar]
  7. M. Mokhberi and S. A. Rafieeian. (2019). The piled-raft behavior installed in unsaturated collapsible soils. Arab. J. Geosci., 12, no. 2, p. Article 49. [CrossRef] [Google Scholar]
  8. S.-H. Chung and S.-R. Yang. (2017). Numerical Analysis of Small-Scale Model Pile in Unsaturated Clayey Soil. Int. J. Civ. Eng., 15, no. 6, pp. 877–886, doi: 10.1007/s40999-016-0065-7. [CrossRef] [Google Scholar]
  9. D. Tjandra, I. Soemitro, and R. A. A. Soemitro. (2014). The Influence of Water Content Variations on Friction Capacity of Piles in Expansive Soil. Int. J. ICT-Aided Archit. Civ. Eng., 1, no. 1, pp. 31–40. [Google Scholar]
  10. M. M. Sales, R. P. Cunha, M. M. Farias, and J. H. F. Pereira. (2001). Efeito da pré-inundação nos resultados de provas de carga de sapatas e estacas na argila porosa de Brasília. Rio de Janeiro, ÑSAT vol. único, pp. 399–416. [Google Scholar]
  11. N. H. M. Gutierrez and A. Belincanta. (2004). Características básicas dos solos constituintes do subsolo da cidade de Maringá: locais de alta e média vertente. Curitiba, GEOSUL 1, pp. 39–46. [Google Scholar]
  12. N. H. M. Gutierrez. (2005). Influências de aspectos estruturais no colapso de solos do norte do Paraná. Universidade de São Paulo - USP, São Carlos, São Paulo, Brazil. [Google Scholar]
  13. Águas Paraná. (2021). Alturas diárias de precipitação (mm). [Online]. Available: http://www.aguasparana.pr.gov.br/pagina-264.html. [Google Scholar]
  14. Associação Brasileira de Normas Técnicas. (2010). ABNT NBR 12131: Estacas – prova de carga estática. ABNT. [Google Scholar]
  15. V. R. Marques. (2017). Uma contribuição ao entendimento da capacidade de carga de estacas escavadas, sem fluido estabilizante, em solo típico da cidade de Maringá/PR. Universidade Estadual de Maringá, Maringá. [Google Scholar]
  16. C. Van der Veen (1953). The Bearing Capacity of a Pile. Zurich, 3rd International Conférence on Soil Mechanics and Foundation Engineering 2, pp. 84–89. [Google Scholar]
  17. R. J. Chandler. (1966). Discussion. ICE Conference on Large Piles Proc., London, pp. 95–97. [Google Scholar]
  18. R. J. Chandler. (1968). The shaft friction of piles in cohesive soils in terms of effective stress. Civ. Eng Public Works Rev. UK, vol. 60, no. 708, Accessed: Feb. 10, 2021. [Online]. Available: https://trid.trb.org/view/121929. [Google Scholar]
  19. J. Burland. (1973). Shaft friction of piles in clay - A simple fundamental approach. Ground Eng., 6, pp. 30–42. [Google Scholar]
  20. J. G. Potyondy. (1961). Skin Friction between Various Soils and Construction Materials. Géotechnique. 11, no. 4, pp. 339–353, doi: 10.1680/geot.1961.11.4.339. [Google Scholar]
  21. C. Zapata. (1999). Uncertainty in soil-water characteristic curve and impacts on unsaturated shear strength predictions. PhD, Arizona State University, Tempe, AZ. [Google Scholar]
  22. C. Zapata. (2000). W. Houston, S. Houston, and K. Walsh. Soil–Water Characteristic Curve Variability, Geo-Denver. 287, p. 124. [Google Scholar]
  23. D. G.. Fredlund and A. Xing. (1994). Equations for the soil-water characteristic curve. Can. Geotech. J., 31, pp. 521–532. [Google Scholar]
  24. S. Vanapalli, K. D. Eigenbrod, Z. N. Taylan, C. Catana, W. Oh, and E. Garven. (2010). A technique for estimating the shaft resistance of test piles in unsaturated soils. 5th International Conference on Unsaturated Soils. 2. doi: 10.1201/b10526-188. [Google Scholar]
  25. S. K. Vanapalli and D. G. Fredlund. (2000). Comparison of Different Procedures to Predict Unsaturated Soil Shear Strength. Advances in Unsaturated Geotechnics, Denver, Colorado, United States, pp. 195–209, doi: 10.1061/40510(287)13. [CrossRef] [Google Scholar]
  26. A. Belincanta and C. J. M. C. Branco. (2003). Fundações em Londrina e em Maringá: uma síntese histórica. Maringá, ENGEOPAR 1, pp. 266–278. [Google Scholar]
  27. D. G. Fredlund and N. R. Morgenstern. (1977). Stress state variables for unsaturated soils. J. Geotech. Geoenvironmental Eng., 103, pp. 447–466, 1977. [Google Scholar]
  28. H. Rahardjo, Y. Kim, and A. Satyanaga. (2019). Role of unsaturated soil mechanics in geotechnical engineering. Int. J. Geo-Eng., 10, no. 1, p. 8, Dec. doi: 10.1186/s40703-019-0104-8. [Google Scholar]

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