Two particular cases concerning crack propagation and coalescence in brittl
e materials have been modeled by using the rock failure process analysis co
de, RFPA(2D), and the results have been validated by reported experimental
observations. Firstly, axial compression of numerical samples containing a
number of large, pre-existing flaws and a row of suitably oriented smaller
flaws are simulated. It has been confirmed that under axial compression, wi
ng-cracks nucleate at the tips of the pre-existing flaws, grow with increas
ing compression, and become parallel to the direction of the maximum far-fi
eld compression. However, coalescence of the wing-cracks may be in either t
ensile mode or shear mode, or a combination of both modes. The numerical re
sults show qualitatively a reasonably good agreement with reported experime
ntal observations for samples with similar flaw arrangements. The numerical
results demonstrate that, with a confining pressure, the crack growth is s
table and stops at some finite crack length; whereas a lateral tensile stre
ss even with a small value will result in an unstable crack growth after a
certain crack length is attained. Secondly, failure mode in a sample contai
ning inhomogeneities on grain scale has also been simulated. The results sh
ow that the failure mode strongly depends on the mechanical and geometric p
roperties of the grains and inclusions. (C) 1998 Elsevier Science Ltd. All
rights reserved.