Time-dependent closure of a fracture with rough surfaces subjected to stepw
ise normal stress was considered theoretically by viscoelastic modeling of
rock. A formula for the relationship between constant normal stress and tim
e-dependent closure as a function of time was derived based on the aperture
distributions of a fracture and the relaxation modulus Y-E'(t) of rock. Th
eoretical consideration showed that the ultimate closure of a fracture unde
r constant normal stress can be estimated from the normal stress-elastic cl
osure curve by using the values of the relaxation modulus at t = 0 and infi
nity, and that the ultimate time-dependent closure is independent of the no
rmal stress if the elastic closure is linear with the logarithm of the norm
al stress. Experiments and a Monte Carlo simulation on time-dependent closu
re under constant normal stress were conducted for a hydraulic fracture cre
ated in granite in the laboratory to provide the verification of the theory
. The results obtained in the experiments showed that the ultimate time-dep
endent closure of a hydraulic fracture was almost independent of the normal
stress when the elastic closure was linear with the logarithm of the norma
l stress. A Monte Carlo simulation on time-dependent closure of a fracture
under constant normal stress showed that time-dependent closure of a fractu
re for which the elastic closure is linear with the logarithm of the normal
stress does not depend on the normal stress because the increase in contac
t area during time-dependent closure increases with the normal stress. (C)
2001 Elsevier Science Ltd. All rights reserved.