Soil behavior due to freezing and frozen column during excavation of soft ground

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Authors: T. Hongo, Y. Iwasaki, Takahiro Ohrai
Cited by: 0

Abstract

This paper describes a case study of soft soil behavior due to freezing. Soft clayey ground was to be supported by frozen soil columns during excavation. Measured data of earth and pore water pressure at non-frozen zone were analyzed to obtain the enlargement process of the yielding zone around the freezing pipe. General geotechnical work during freezing, excavation, and thawing process were also introduced. The performance of frozen pile as retaining as well as under-supporting structure during excavation was shown based upon ground response of earth pressure, porewater pressure, and horizontal/vertical displacement.

Fields of Study & Subjects

Geotechnical Engineering and Analysis Geotechnical Engineering and Soil Stabilization Geotechnical Engineering and Soil Mechanics

Publication details

Journal / source
CRC Press eBooks
Pages
635–639
Publication date
24 February 2026
Language
EN
Document type
Book chapter