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Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
numerous elements that affect the stability of slopes in soft rock
/ old clay the simulation of processes by means of two modeling
even in the case of application of simple models of yield criteria
gives practical good results for first time slides ultimate stage or
when we have a reactivation of an existing surface of non-brutal
slide. This modeling does not provide intermediate data for the
developed process, giving the possibility to correct in time the
analysis parameters, and provide in time appropriate
engineering measures. In any case when it will be used it will be
referred only to the final phase with residual parameters.
4 ACKNOWLEDGEMENTS
The authors are very grateful for the help of Dr. Shkelqim Daja
for the preparation of geological study.
5 REFERENCES
A.Anagnostopoulos 2011. The stability of natural cut slopes in stiff
clays. Symposium of Landslide and Geoenvironment. Tirana,
A.Federico and A.Murianni 2011, Empirical approaches to temporal
prediction of slope failure. Symposium of Landslide and
Geoenvironment. Tirana,
Plaxis Reference Manual
