Comparison between Soil-Water Characteristic Curves based on filter paper method and grain-size distribution/volume-mass prediction: An evaluation of input data stemmed from hydrometer and Cilas grain-size analyser

Marcos Felipe da Silva André; Thiago de Souza Carnavale

doi:10.1051/e3sconf/202019503027

All issues

Volume 195 (2020)

E3S Web Conf., 195 (2020) 03027

References

Open Access

Issue		E3S Web Conf. Volume 195, 2020 4^th European Conference on Unsaturated Soils (E-UNSAT 2020)


Article Number		03027
Number of page(s)		6
Section		Experimental Evidence and Techniques
DOI		https://doi.org/10.1051/e3sconf/202019503027
Published online		16 October 2020

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[1] Fredlung, D.G.; Rahardjo, H.; Fredlund, M.D. Unsaturated soil mechanics for engineering practice. John Wiley & Sons, Inc, 926 p (2012) [Google Scholar]

[2] Mualem, Y. Water Resources Research, Vol. 12, pp. 513-522.(1976) [Google Scholar]

[3] van Genuchten, M. T. Soil Science Society of America Journal, 44, pp892-898 (1980) [CrossRef] [Google Scholar]

[4] Wang DL, Luan MT and Yang Q. Journal of Disaster Prevention and Mitigation Engineering. 27(3): 307–311. (2007) [Google Scholar]

[5] Fredlund, D. G., & Houston, S. In Advances in Unsaturated Soils - Proceedings of the 1st Pan-American Conference on Unsaturated Soils, PanAmUNSAT 2013 (pp. 15-31) (2013) [Google Scholar]

[6] Fredlund DG, Xing A, Fredlund MD, Barbour SL. Canadian Geotechnical Journal. 32: 440–448. (1995) [CrossRef] [Google Scholar]

[7] Vanapalli, Sai & Fredlund, D.G. & Pufahl, D.E. & Clifton, A.W. Canadian Geotechnical Journal, 33. 379-392. 10.1139/t96-060. (1996) [CrossRef] [Google Scholar]

[8] Fernando Flávio Marques de Almeida, Benjamim Bley de Brito Neves, Celso Dal Ré Carneiro. Publication: Earth-Science Reviews. Publisher: Elsevier. (2000). [Google Scholar]

[9] E. C. Leong and H. Rahardjo. Journal of Geotechnical and Geoenvironmental Engineering, vol. 123(12), pp. 1106–1117 (1997) [CrossRef] [Google Scholar]

[10] rooks, R.H. and Corey, A.T. Hydraulic Properties of Porous Media. Hydrology Papers 3, Colorado State University, Fort Collins, 27 p. (1964) [Google Scholar]

[11] Rodrigues, Juliana & Tupinambá, Miguel & Amaral, Claudio. Anuario do Instituto de Geociencias. 35. 152-164. 10.11137/2012_2_152_164. (2012) [Google Scholar]

[12] ASTM D5298-03. ASTM International, West Conshohocken, PA, (2003) [Google Scholar]

[13] K. Bicalho; A. Correia; S. Ferreira; J-M, Fleureau; F. Marinho. Filter paper method of soil suction measurement. (2007) [Google Scholar]

[14] Marinho, F. A. M.; Oliveira, O. M. Geotechnical Testing Journal, v. 29, n. 3, p. 1-9, (2006) [Google Scholar]

[15] Qi, Shunchao & Vanapalli, Sai. Numerical study on expansive soil slope stability considering the effect of swelling behaviour and cracks. 10.13140/RG.2.2.19096.49927. (2015) [Google Scholar]

[16] Fredlund, D.G. and Xing, A. Canadian Geotechnical Journal, 31(3): 521-532. (1994) [CrossRef] [Google Scholar]

[17] Huang, Mingbin & Fredlund, bullet & Fredlund, bullet & Fredlund, D & Fredlund, Murray. Eng, Geotech. J. 39. 1103-1117 10.1007/s10706-009-9284-x. (2002) [Google Scholar]

[18] Fredlund, M.D., Wilson, G.W. and Fredlund, D.G. Canadian Geotechnical Journal, 39, pp1103-1117. (2002) [CrossRef] [Google Scholar]

[19] Arya, L.M. and Paris, J.F. Soil Sci. Soc. Am. J. 45(6): 1023-1030.(1981) [Google Scholar]

[20] DRM-RJ. Rio de Janeiro. p.18-89. http://www.drm.rj.gov.br/index.php/downloads/category/13-regio-serrana.html (2011) (in portuguese) [Google Scholar]

[21] L. Lago; C. Amaral; L. E. P. Campo; L. E. Silva. MEGADESASTRE ’11 In: Simpósio de Geologia do Sudeste, 12, Nova Friburgo, RJ. (2011) (in portuguese) [Google Scholar]

[22] ABNT - Associação Brasileira de Normas Técnicas. NBR-6457: Rio de Janeiro. (1986) [Google Scholar]

[23] ABNT - Associação Brasileira de Normas Técnicas. NBR-6508. Rio de Janeiro. (1984) [Google Scholar]

[24] ABNT - Associação Brasileira de Normas Técnicas. NBR-7181. Rio de Janeiro. (1984a) [Google Scholar]

[25] Howard, Amster K. Soil Geotechnical Branch, Division of Research and Laboratory Services, Engineering and Research Center, Bureau of Reclamation, (1986) [Google Scholar]