Improving the Efficiency of Artificial Ground Freezing in Urban Underground Construction by Using Solid Carbon Dioxide

Article Preview

Abstract:

At the present time there are several basic methods of soils characteristics increase during the underground structures construction. Though, frequently the ground freezing method is the most efficient way. Modern Russian investigations show, that in case of small values of frozen grounds (less than 1000 m3) the cost of construction works significantly increase. In such conditions the relevant construction technology is a ground freezing method with the use of solid carbon dioxide, which nowadays is under development in the Mining College in National University of Science and Technology MIS&S.The present article shows the brief review of the main manufacturing schemes of the ground freezing, results of the new theories and experimental investigations, also the analysis of a commercial introduction experience of the ground freezing technology with the using of carbon dioxide.So far, the main difficulties during freezing process design were with the determination of a heat flow to the freezing pipe`s direction. It was not possible to predict the dynamic of ice wall formation and the discharge of carbon dioxide. According to the last investigations, we were succeed in determinating the change dependence of the heat dissipation, depending on the rock massive characteristics, granulometric composition of solid carbon dioxide and also its changing along the freezing pipe. That is why, now we may say that, the developing technology became not just a laboratory workout, but can already has a widespread adoption in praxis

You might also be interested in these eBooks

Info:

Periodical:

Pages:

65-71

Citation:

Online since:

July 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2016 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Shuplik M.N., Justification and engineering of alternative ground freezing technology for urban underground constriction, Moscow: Doctor's thesis, (1989).

Google Scholar

[2] Harris J.S., Ground freezing in practice, London: Thomas Telford, (1995).

Google Scholar

[3] Trupak N.G. Artificial ground freezing in underground constriction, Moscow: Nedra, (1974).

Google Scholar

[4] Andersland O., Ladanyi B., Frozen Ground Engineering., New Jersey, USA: Wiley, (2004).

Google Scholar

[5] Nikolaev P., Energy-efficient technologies of solidification of water-bearing ground with solid coolant, RDB e.V. Bergbau, vol. 8, 2015, pp.357-359.

Google Scholar

[6] Sanger F.J., Sayles F.H. Thermal and rheological computations for artificially frozen ground constraction. In Ground Freezing: Developments in Geotechnical Engineering. Amsterdam: Elsevier, vol. 26, pp.311-337; Eng. Geol. 13(1979): 311-337.

DOI: 10.1016/b978-0-444-41782-4.50030-0

Google Scholar

[7] Nikolaev, P. V, Improvement of artificial ground freezing technology with using solid cryoagent), Moscow: GIAB, 2014 vol. 10,. pp.392-400.

Google Scholar

[8] Nikolaev, P.V., Shuplik M.N., Mathematical modeling of artificial ground freezing with using solid carbon dioxide, Moscow: GIAB, 2015 vol. 11, pp.243-251.

Google Scholar

[9] S"edin S.A., Application liquid nitrogen in shaft excavation), Moscow: Underground construction, 1987, vol. 10, pp.25-27.

Google Scholar

[10] Nikiforov K.P., Kiselev V.N., Deplan'i E.A., Application of the solid carbon dioxide (dry ice, ) for artificial ground freezing, Moscow: Podzemnoe prostranstvo mira, 200, vol. 3, pp.24-28.

Google Scholar