1629
Technical Committee 203 /
Comité technique 203
4 REFERENCES
Aleksandrovych V.A. 2012. Concerning the Vibrocreep Issue.
Proc. of
the 22
nd
European Yong Geotechnical Engineers Conference
, 173-
178.
Khain V.Ya. 1977 Theoretical Analysis of Sustained Foundation
Settlements under Static and Dynamic Loads
, Dynamics of
Subgrades and Structures
, 206-209.
Savinov O.A. 1979.
Modern Designs of Machinery Foundations and
Their Calculation
. Leningrad.
Ilyichev at al. 1986.
Recommendations to Conducting Field Tests in
Turbounits Foundations Subgrades Vibrostability
. Moscow.
Rabotnov Yu.N. 1977.
Elements of Hereditary Solid Mechanics.
Moscow.
Aleksandrovych V.A. and Taranov V.G. 2012. Vibrostability of Sandy
Soils in the Range of 5-50Hz Forced Vibration Frequency.
Collective Volume of Scientific Papers of PNTU
4(34), 24-29.
Figure 4. The curve of settlement progress with time a
z
= 10µm.
Luchkovskiy I.Ya. Structure-Base Interaction. Kh.
Publishing House of
KhSPU
. 2000.– 263p.
3 CONCLUSIONS
Manifestation of rheological properties of concrete and soil
should be taken into account for the three moments of the
loading time: t=0; t→∞ and t= tcr. The results of the conducted
research show that the system gradually «adapts» to the
sustained load, which leads to increase in force in the first
loading period, and further – to their decrease (by 20-25%).
Consequently, a reserve for the load increase will appear in
structures under the sustained load.
Rzhanitsyn А.R. Some Questions of Mechanics of Systems Deforming
Over Time. М.-L.
Stroyizdat
.1949.–252p.
Ulitskiy I.I. The Theory and Calculation of Ferroconcrete Bar Structures
Considering Continuous Processes. –
Budivelnyk Publishing
House
, Kyiv, 1967–347p.
Known buildings and structures damage, as well as the
machinery dysfunction has proved the importance of the issue
under consideration. The research conducted has confirmed the
possibility of applying the hereditary creep theory to determine
the vibrocreep settlement value. The reliability R2=0.97-0.99 of
data approximation with logarithmical function confirms the
accuracy of the technique developed.
