scholarly journals Low-temperature ground freezing methods for underground construction in urban areas

2019 ◽  
Vol 265 ◽  
pp. 04020
Author(s):  
Petr Nikolaev ◽  
Mikhail Shuplik

Artificial ground freezing (AGF) is a commonly used ground improvement technique. It can be applied in diverse construction projects in dense populated urban areas where other methods are inapplicable. In this article are discussed several methods of ground freezing, such as: “brine” freezing, liquid nitrogen freezing, solid carbon dioxide freezing. Their advantages and disadvantages are indicated. For solid carbon dioxide freezing, several approaches are presented. One of them is a brine “aftercooling” freezing method. They can significantly increase efficiency of ground freezing and reduce its cost.

2019 ◽  
Vol 265 ◽  
pp. 04021
Author(s):  
Mikhail Shuplik ◽  
Petr Nikolaev

During underground construction works in complex geological environment, special ground improvement techniques have to be used. One of them is artificial ground freezing (AGF). It can be applied in diverse projects in dense populated urban areas that place constraints on an application of other ground improvement methods. In Russia in the late 1980th was developed one new method of ground freezing. It uses solid carbon dioxide (SCD) that is loaded directly into freeze pipes, where it sublimates. As the result, the quite low temperature of freezing can be achieved easily. In this article are discussed several first application cases of this method. The results of these projects allow SCD freezing became widely used ground improvement method in Russia.


2016 ◽  
Vol 843 ◽  
pp. 65-71
Author(s):  
Mikhail Shuplik ◽  
Petr Nikolaev

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


1947 ◽  
Vol 1 (1) ◽  
pp. 33-33

Many authorities have demonstrated that the hardness of ice varies inversely as the temperature, which is, of course, to be expected by analogy with metals. Recently Dr. E. Blackwelder1 caused some experiments to he made at a temperature of −78.5° C., the temperature of solid carbon dioxide. At this temperature the hardness of ice was found to be approximately 6, or that of orthoclase felspar. Hitherto it had been assumed that aerial corrosion of rocks close to glaciers and snow-fields was in the main due to rock dust. It now seems likely that when air temperatures fall very low, as for instance during blizzards, ice fragments or snow could abrade certain limestones and shales and even some igneous rocks. Ice and snow may therefore play a more important part in aerial erosion than had been suspected.


1980 ◽  
Vol 73 (10) ◽  
pp. 4848-4854 ◽  
Author(s):  
James W. Schmidt ◽  
William B. Daniels

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