Construction Sciences No. 4 (2024): ACADEMIA. ARCHITECTURE AND CONSTRUCTION

On Calculations of Pile Foundations in the Cryolithozone Using Thermostabilizers

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On Calculations of Pile Foundations in the Cryolithozone Using Thermostabilizers

Authors

  • Igor Sakharov All-Russian Scientific Research Institute of Hydraulic Engineering named after B.E. Vedeneyev (21, Gzhatskaya str., 195220, Russia, St. Petersburg. VNIIG named after Vedeneeva)
  • Sergey Kudryavtsev The Department of Bridges, Tunnels and Underground Structures of the Far Eastern State Transport University (47 Seryshev str., Khabarovsk, 680021, Russia. FESTU)
  • Vladimir Paramonov The Department of Foundations and Foundations of the Emperor Alexander I St. Petersburg State Transport University (9, Moskovsky pr., Saint Petersburg, 190031, Russia. PGUPS)

DOI:

https://doi.org/10.22337/2077-9038-2024-4-134-140

Keywords:

cryolithozone, pile foundation, plastically frozen soils, thermal stabilizer, temperature and deformation calculations

Abstract

The features of the calculation of pile foundations on plastically frozen soils in the case of thermal stabilizers are
considered. The results of numerical solution of the problems of temperature change and stress-strain state of the soil mass under
freezing conditions are shown. The results of the calculation of temperature fields will allow for a more correct assessment of the
bearing capacity of piles and the foundation sediment.

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Published

2024-12-26

How to Cite

On Calculations of Pile Foundations in the Cryolithozone Using Thermostabilizers. (2024). SCIENTIFIC JOURNAL “ACADEMIA. ARCHITECTURE AND CONSTRUCTION, 4, 134-140. https://doi.org/10.22337/2077-9038-2024-4-134-140

Keywords

cryolithozone, pile foundation, plastically frozen soils, thermal stabilizer, temperature and deformation calculations

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