Influence of soil salinity on the bearing capacity of the frozen wall

The article describes the results of laboratory studies on the unfrozen water content and ultimate long-term strength of frozen clay and chalk samples in the temperature range from -10 to -25 �C. The soil samples contained dissolved salt in the pore space, with three types of salts (NaCl, KCl, and C...

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Bibliographic Details
Main Authors: Mikhail Semin, Lev Levin, Sergey Bublik, Andrey Brovka, Ivan Dedyulya
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2024-07-01
Series:Fracture and Structural Integrity
Subjects:
Online Access:https://www.fracturae.com/index.php/fis/article/view/4878/4046
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