2560
Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
6 references
figure 13. the horizontal displacements
mihov Y. and mihova l. 2012. finite element analysis of reinforced
foundation soil. proc. 2nd international scientific meeting, tuzla.
Kolev ch. and mihova l. 2012. project for improvement of a soft soil
under the foundation slab of a building in haskovo. (unpublished).
tenaX 3d Geogrid Xl,
.
the stability of the ground has been estimated using the
,
c
-reduction method. the coefficient of stability has a value
fs = 3.42 for deep slide surface.
5 conclUsion
the required thickness of reinforced crushed stone pad is about
two times smaller compared to the unreinforced pad. the
improvement of the ground by replacing of the soft foundation
soil by the reinforced crushed stone pad is an effective modern
technology which decreases excavation works and increases the
heartedness of the foundation soil.
