Abstract
As far as we know, no dimensionless solutions for infiltrated flow under dams in anisotropic media exist since those that can be found in manuals refer to isotropic soils. The novelty of this work is the presentation of universal solutions in the form of abaci for water flow, average exit gradient, uplift force, and its application point for this type of soil. These solutions are obtained by the application of the discriminated nondimensionalization technique to the governing equations in order to find accurate dimensionless groups that control the results of the problem. In particular, the ratio of permeabilities corrected by a geometrical aspect relationship appears as a governing group, so anisotropy can be considered as input information. In this way, the sought solutions are a function of the emerging groups. Numerical solutions are used to successfully verify the results obtained, which in turn are compared to those of other authors for isotropic scenarios.
Subject
General Mathematics,Engineering (miscellaneous),Computer Science (miscellaneous)
Reference47 articles.
1. Terzaghi, K., Peck, R.B., and Mesri, G. (1996). Soil Mechanics in Engineering Practice, John Wiley & Sons.
2. Taylor, D.W. (1948). Fundamentals of Soil Mechanics, John Wiley & Sons.
3. Nield, D.A., and Bejan, A. (2006). Convection in Porous Media, Springer.
4. Uncertainty quantification of transient unsaturated seepage through embankment dams;Calamak;Int. J. Geomech.,2017
5. Experimental study on the effects of initial conditions on liquefaction of saturated and unsaturated sand;Liu;Int. J. Geomech.,2015
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献