Permafrost
Permafrost
Permafrost
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
48<br />
Thermal Stabilization of Soils in <strong>Permafrost</strong> Engineering<br />
and the New Techniques for its Realization<br />
Refik M. Bayasan 1 , Anatoly D. Lobanov 2 , Grigory P. Pustovoit 3*<br />
(1.VNIIGAS Institute, Moscow 142717, Russia;2.Inter Heat Pipe Corp., Moscow 117463, Russia<br />
3.Moscow State University, Faculty of Geology, Moscow 119899, Russia;E-mail: egc@geol.msu.ru)<br />
Abstract: Two-phase heat pipes also called seasonal thermo-stabilizers (STS) are widely used<br />
in construction. They are known to be the effective techniques providing stable support for<br />
buildings and structures in cold regions. A STS transfers heat from its underground part<br />
(evaporator) to the aboveground part (condenser) owing to natural temperature difference<br />
between them during a cold season. Active deep cooling of soils results in great increase of<br />
their strength, bearing capacity, resistance to thermal fluxes producing by engineering<br />
structures, and it also protects foundations against frost heave. These well known features<br />
characterize only one aspect of soils thermal stabilization.<br />
The other (not so evident) aspect concerned with foundations reliability has probabilistic<br />
origin. Random variations of natural factors (air temperature and snow cover at first) effect<br />
soils temperature, bearing capacity and stability. Considering this problem in terms of<br />
probabilistic approach and the theory of reliability we have shown that STS application sharply<br />
decreases these negative effects and rises foundations reliability. It permits to decrease safety<br />
factor and foundations cost. The paper presents the numerical results proving the importance of<br />
soils thermal stabilization in this aspect.<br />
We have been working out, manufacturing and applying different types of STS (since<br />
1993). Some of them were presented in our paper for the 6th Symposium in Lanzhou (2004):<br />
vertical thermo-stabilizers with minor diameter (28-54 mm) from steel (TMD-4) and aluminum<br />
alloy (TMD-5); thermo-stabilizers with a flexible bond (crimped metal tube) between<br />
evaporator and condenser (TSF); thermo-stabilizers with horizontal or slightly inclined (1-2<br />
degrees to horizon) evaporators (TSI). The experience has shown that in many cases (e.g. for<br />
engineering structures with high heat release) a soil cooling by those STS is not sufficient.<br />
More powerful cooling units are needed to prevent negative cryological processes and provide<br />
the stability of foundations. For this purpose we have developed new devices – TIP –<br />
thermo-stabilizers with improved productivity (or with increased power). Their technical<br />
parameters and test results are given in this paper, and their operation in the North of Western<br />
Siberia and further applications are discussed. We mean new thermo-stabilizers TIP (as well as<br />
previous STS types) would be useful for the new railway in Tibet.<br />
Key words: permafrost, bases of structures, stability, reliability, thermo-stabilizers.