Add to ORKGThe purpose of this study is to understand the relationship between the amount of frozen / unfrozen water in a saturated fine-grained soil and its consolidation characteristics. In this study,we compared and examined the relationship between the frozen / unfrozen void ratio and the geotechnical engineering properties (compression index, coefficient of permeability and coefficient of volume change) of a fine-grained soil (Shirotsuchi clay). It was revealed that the newly proposed frozen void ratio was related to the geotechnical engineering properties, and the unfrozen void ratio has no relation to them. Therefore, it was considered that the free water represented by frozen void ratio governs the consolidation characteristics.departmen...
An apprehending of freezing and thawing effects on cohesive soil is considerable for many constructi...
The soil freezing characteristic curve (SFC) controls the hydraulic properties of soils and is espec...
Unfrozen water retention curve (UWRC) defines the relationship between temperature and unfrozen wate...
The purpose of this study is to understand the relationship between the amount of frozen / unfrozen...
The purpose of this study is to assess the permeability of unfrozen part of the freezing earth wall....
This study aimed to investigate the influence of loosely bound water (LBW) on the compressibility of...
In this article, changes of pore water pressures (PWP) in silty clay subjected to freezing and thawi...
The methods of calculating the filtration coefficient k from data obtained in tests performedunder t...
This paper presents laboratory data from tests on four fine-grained soils: reconstituted Kaolinite, ...
Consolidation coefficient (Cv), Hydraulic conductivity (K), and volume compressibility coefficient (...
Copyright © 2021 The Author(s). Frost heaving in clayey soils with a low coefficient of permeabilit...
A systematical testing program on frozen Onsøy clay under isotropic loading and undrained shearing a...
Recent reports show that biogeochemical processes continue when the soil is frozen, but are limited ...
This thesis is the result of the two projects:"Deformations in winter compacted soils" and "Permeabi...
The characteristics behaviour and properties of frozen soils arise because ice and water coexist und...
An apprehending of freezing and thawing effects on cohesive soil is considerable for many constructi...
The soil freezing characteristic curve (SFC) controls the hydraulic properties of soils and is espec...
Unfrozen water retention curve (UWRC) defines the relationship between temperature and unfrozen wate...
The purpose of this study is to understand the relationship between the amount of frozen / unfrozen...
The purpose of this study is to assess the permeability of unfrozen part of the freezing earth wall....
This study aimed to investigate the influence of loosely bound water (LBW) on the compressibility of...
In this article, changes of pore water pressures (PWP) in silty clay subjected to freezing and thawi...
The methods of calculating the filtration coefficient k from data obtained in tests performedunder t...
This paper presents laboratory data from tests on four fine-grained soils: reconstituted Kaolinite, ...
Consolidation coefficient (Cv), Hydraulic conductivity (K), and volume compressibility coefficient (...
Copyright © 2021 The Author(s). Frost heaving in clayey soils with a low coefficient of permeabilit...
A systematical testing program on frozen Onsøy clay under isotropic loading and undrained shearing a...
Recent reports show that biogeochemical processes continue when the soil is frozen, but are limited ...
This thesis is the result of the two projects:"Deformations in winter compacted soils" and "Permeabi...
The characteristics behaviour and properties of frozen soils arise because ice and water coexist und...
An apprehending of freezing and thawing effects on cohesive soil is considerable for many constructi...
The soil freezing characteristic curve (SFC) controls the hydraulic properties of soils and is espec...
Unfrozen water retention curve (UWRC) defines the relationship between temperature and unfrozen wate...