Actes du colloque - Volume 2 - page 492

1368
Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
4. Calculated values for mechanical characteristics of
soils should be determined in laboratory and field conditions.
5. Carrying out of profound analysis for stress-deformed
condition of road structures using reliable calculated values for
mechanical characteristics of soils and considering value variety
and phase content of moisture for soil basement in different
climatic conditions is important for practical purposes.
REFERENCES
SN RK 3.03-34-2006. 2005. Instructions for design of non-rigid
pavement. Astana.
Tsytovich N.A. 1973.
Mechanics of frozen soils
. Moscow.
Privarnikov A.K. 1973. Volumetric deformations of multilayer
basement.
Stability and strength of structural elements
.
Dnepropetrovsk, 27-45.
Figure 7. Longitudinal crack in cement concrete pavement
of the highway “Astana-Burabai”
Figure 8. Transversal crack in cement concrete pavement
of the highway “Astana-Burabai”
Figure 9. Oblique crack in cement concrete pavement
of the highway “Astana-Burabai”
is similar. Their maximum values occur in summer and autumn
seasons, which are substantially bigger than in spring
calculation season and can be the cause for appearing of
longitudinal, transversal and oblique cracks in cement concrete
pavement. Tensile deformation of cement concrete pavement
varies little in annual cycle.
3. The issue of further investigation of peculiarities for
moisture variety of soil basement for highways in different
climatic conditions is topical.
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