Fully Analytical Solution for Hydraulic Conductivity of Soils Based on a Probabilistic Porous Model-Reference-Cited by-同舟云学术

Fully Analytical Solution for Hydraulic Conductivity of Soils Based on a Probabilistic Porous Model

Published:2024-04 Issue:4 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Rojas Eduardo¹^ORCID,Horta Jaime²^ORCID,Arroyo Hiram³^ORCID,López-Lara Teresa⁴,Hernández Juan B.⁴

Affiliation:

1. U. Autónoma de Querétaro (FIN), CU, Qro., CP 76160, México (corresponding author). ORCID: .

2. U. Autónoma de Querétaro (FIN), CU, Qro., CP 76160, México. ORCID: .

3. U. de Guanajuato, Celaya, Guanajuato, CP 38140, México. ORCID: .

4. U. Autónoma de Querétaro (FIN), CU, Qro., CP 76160, México.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8924

Reference35 articles.

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2. Alonso, E. E., E. Rojas, and N. M. Pinyol. 2008. “Unsaturated soil mechanics.” In Reunión Nacional de Mecánica de Suelos, Special Volume, 117–205. Aguascalientes, México: Sociedad Mexicana de Ingeniería Geotécnica.

3. Relative permeability calculation size distribution data;Burdine N. T.;Trans. Am. Inst. Min. Metall. Pet. Eng.,1953

4. Campbell, G. S., and S. Shiozawa. 1992. “Prediction of hydraulic properties of soils using particle-size distribution and bulk density data.” In Proc., Int. Workshop, Indirect Methods for Estimating the Hydraulic Properties of Unsaturated Soils, 317–328. Riverside, CA: University of California.

5. Modelling pore structure by 2-D and 3-D networks with application to sandstone;Chatzis I.;J. Can. Pet. Technol.,1977