Electron microscopy and mercury intrusion porosimetry studies on the f
abric of clays undergoing consolidation tests have indicated that the
clays have pores of different sizes and shapes. After pressure is appl
ied to the clay samples, the larger pores change in size and shape, wi
th the smaller pores being relatively unaffected. The size of the pore
s and their distribution have been determined from mercury porosimeter
tests. The shape of the pores and the changes they experience during
the consolidation process have received only a qualitative evaluation
from the photomicrographs obtained with the scanning electron microsco
pe. In this study, a quantitative evaluation of the shape of the pores
in a clay subjected to consolidation stresses is presented. This eval
uation is done using fractal theory. Fractal theory employs the concep
t of fractal dimension to evaluate the shape (roughness) of closed pro
files such as pores. The larger the fractal dimension, the rougher is
the shape of a closed profile. The fractal dimension of a pore in a cl
ay sample undergoing consolidation changed progressively from 1.4623 (
very rough pore) to 0.9856 (very smooth pore). Thus, during consolidat
ion, the pore, besides changing in size, also experienced a change in
its degree of roughness. In addition, a theoretical analysis of the in
fluence of the shape of the pores on the rate of water flow from a sat
urated clay undergoing consolidation is presented.