Fractal Analysis of Permeability of Unsaturated Fractured Rocks

Joint Authors

Jiang, Guoping
Shi, Wei
Huang, Lili

Source

The Scientific World Journal

Issue

Vol. 2013, Issue 2013 (31 Dec. 2013), pp.1-5, 5 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2013-03-27

Country of Publication

Egypt

No. of Pages

5

Main Subjects

Medicine
Information Technology and Computer Science

Abstract EN

A physical conceptual model for water retention in fractured rocks is derived while taking into account the effect of pore size distribution and tortuosity of capillaries.

The formula of calculating relative hydraulic conductivity of fractured rock is given based on fractal theory.

It is an issue to choose an appropriate capillary pressure-saturation curve in the research of unsaturated fractured mass.

The geometric pattern of the fracture bulk is described based on the fractal distribution of tortuosity.

The resulting water content expression is then used to estimate the unsaturated hydraulic conductivity of the fractured medium based on the well-known model of Burdine.

It is found that for large enough ranges of fracture apertures the new constitutive model converges to the empirical Brooks-Corey model.

American Psychological Association (APA)

Jiang, Guoping& Shi, Wei& Huang, Lili. 2013. Fractal Analysis of Permeability of Unsaturated Fractured Rocks. The Scientific World Journal،Vol. 2013, no. 2013, pp.1-5.
https://search.emarefa.net/detail/BIM-1032982

Modern Language Association (MLA)

Jiang, Guoping…[et al.]. Fractal Analysis of Permeability of Unsaturated Fractured Rocks. The Scientific World Journal No. 2013 (2013), pp.1-5.
https://search.emarefa.net/detail/BIM-1032982

American Medical Association (AMA)

Jiang, Guoping& Shi, Wei& Huang, Lili. Fractal Analysis of Permeability of Unsaturated Fractured Rocks. The Scientific World Journal. 2013. Vol. 2013, no. 2013, pp.1-5.
https://search.emarefa.net/detail/BIM-1032982

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-1032982