Skip to main content
Log in

Calculation of the Effective Volume Heat Capacity from the Wave Characteristics of Frozen Soils

  • Published:
Measurement Techniques Aims and scope

A partial empirical relation between the wave characteristics and theoretical estimates of the effective volume heat capacity of frozen layers of sandy soil in Yakutsk is established using the example of an investigation of archive material of design-survey operations. It is shown that it is possible in principle to use ground-penetrating radar to solve the problem of determining theoretically, using probability mathematical models, not only the effective volume heat capacity of frozen sandy soils, but also, hypothetically, the residual thermal characteristics for a whole class of frozen dispersed soils in Central Yakutia.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2

Similar content being viewed by others

Notes

  1. In accordance with Korolev’s classification [3], employed in soil management, the electric subclass of physical properties includes the electromagnetic or wave characteristics (transport and capacitive). The transport wave characteristics include the velocity of propagation of the ground-penetrating radar signals while the capacitive characteristics include the attenuation of the amplitude of these signals. Many years of scientific investigation have shown that, compared with the velocity, the attenuation is more sensitive to a change in the state and properties of frozen soils (the moisture content, the salinity, the stability and temperature). This feature is also retained with respect to the characteristics of the effective volume heat capacity of frozen sandy soils.

  2. Under field conditions, because of the effect of different uncontrolled factors, the error in determining the temperature of frozen rocks and soils using these sensors does not exceed ±0.1°C in the overwhelming majority of cases.

  3. This is a non-standard unit of moisture content measurement, which establishes the ratio of the mass of water, removed from the ground by drying to a constant mass, to the mass of the dried ground. According to [7], it is permissible to express the moisture content of frozen and unfrozen dispersed soils without rigid structural bonds both in fractions of unity and as a percentage.

  4. The direct model to some extent describes the correlation-regression nature of the cause-effect relations, which make physical sense. Unlike the direct model, the inverse model has no physical meaning and formally describes the correlation-regression relations between the variables for a single pragmatic purpose – to use these relations to solve industrial problems.

  5. They are not radical but intermediate relations, which correspond strictly to a definite level of the hierarchy of the characteristics of the physical properties of the geological formation. An analysis of the physical nature and mechanism of the effect of the heat capacity on the wave characteristics in a general system of interactions of the qualitative and quantitative characteristics of all the properties of frozen rocks and soils is not being carried out in this case.

  6. The procedure is described in detail in [4] and it provides an analysis of the frequency of the distribution of the set of measured pulses in the amplitude-phase plane and enables one to find the maxima of the two-dimensional function of their probability distribution using the Signal program. A complete description of the procedure for a complex statistical analysis of the experimental data together with an investigation of the correlations of the variables and the construction of the regression equations between them can be found in [10].

References

  1. L. G. Neradovskii, “Calculation of the temperature of frozen ground using mathematical models of the temperature dependence of ground-penetrating radar signals,” Izmer. Tekhn., No. 8, 52–57 (2011); Measur. Techn., 54, No. 8, 931–938 (2011).

    Article  Google Scholar 

  2. L. G. Neradovskii, “The dependence of the attributes of ground-penetrating radar signals on the properties of frozen sandy loams,” Inzh. Izyskaniya, No. 7, 46–54 (2012).

    Google Scholar 

  3. V. T. Trofimov (ed.) et al., Soil Management [in Russian], Izd. MGU, Moscow (2005).

    Google Scholar 

  4. L. G. Neradovskii, Procedure Handbook on the Study of Permafrost Rocks Using Ground-Penetrating Radar [in Russian], Izd. RAN, Moscow (2009).

    Google Scholar 

  5. R. I. Gavrilov and G. P. Kuzmin, “Determination of the thermal characteristics of frozen soils by a mathematical method,” Nauka Obrazov., No. 4 (56), 51–54 (2009).

  6. R. I. Gavrilov, The Thermal Properties of the Rocks and Topsoil of Cryolite Zones [in Russian], Nauka, Novosibirsk (1998).

    Google Scholar 

  7. GOST 5180–84, Soils. Methods for the Laboratory Determination of Physical Characteristics.

  8. I. N. Votyakov, The Physical and Mechanical Properties of Frozen and Thawing Soils of Yakutia [in Russian], Nauka, Novosibirsk (1975).

    Google Scholar 

  9. GOST 25100–95, Soils. Classification.

  10. A. P. Kulaichev, Methods and Techniques for the Complex Analysis of Data [in Russian], FORUM: INFRA-M (2006).

  11. L. G. Neradovskii, “A study of the properties of frozen saline soils by dynamic ground-penetrating radar,” Kriosf. Zemli, XI, No. 2, 32–39 (2007).

    Google Scholar 

  12. A. D. Frolov and B. V. Gusev, “A dielectric method of determining the content of unfrozen water in frozen sand-clay rocks,” Coll. Pap. 2nd Int. Conf. Frozen Ground Management (1973), Iss. 4, pp. 226–229.

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to L. G. Neradovskii.

Additional information

Translated from Metrologiya, No. 4, pp. 34–49, April, 2013.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Neradovskii, L.G. Calculation of the Effective Volume Heat Capacity from the Wave Characteristics of Frozen Soils. Meas Tech 56, 664–673 (2013). https://doi.org/10.1007/s11018-013-0263-5

Download citation

  • Received:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11018-013-0263-5

Keywords

Navigation