You are not logged in Total: 7journals, 20,687articles Online
AccountAccount
Login / Register
Forgot Login?
 
Main menuMain menu
What's new
Journal list
Visiting ranking
Phrase ranking
Polls
About us
 
SearchSearch
 
Journal Site
Advanced Search
 

Home  >  Journal list  >  Journal of the Society of Materials Science, Japan  >  Vol.61  No.1 (2012)  >  pp.85-88

Journal of the Society of Materials Science, Japan
<<Previous article Vol.61  No.1 (2012)   pp.85 - 88 Next article>>

Relationship between the Permeability and Frozen Void Ratio of Saturated Fine-Grained Soils

Yuzuru ITO1) and Naoya HORIKE2)
1) Dept. Civil and Environ. Eng., Setsunan Univ.
2) Nara Pref.


It would be very convenient if the permeability of a fine-grained soil could be predicted by simple index properties such as a void ratio. The difficulty is considered to be the uniqueness of water's property in such a soil. In order to effectively evaluate the permeability of a fine-grained soil, a new definition of soil's void ratio was proposed as a result of a freezing test. In this study, the following conclusions are obtained : 1) A new index called “frozen void ratio” is defined as a ratio of the volume of frozen water at a certain temperature below a zero degree Celsius to the volume of soil particles and unfrozen water ; 2) It was shown that under the reported test condition the frozen void ratio at -1°C most closely related to the permeability of a soil ; and 3) It was demonstrated that the Kozeny-Carman equation may be applied to a fine grained soil if the frozen void ratio is used instead of the conventional void ratio.


Keyword:
Permeability, Fine-grained soil, Freezing test, Void ratio, Frozen void ratio

Received: May 09, 2011
Published online: January 20, 2012
Copyright (c) 2012 by The Society of Materials Science, Japan

PDFPDF file (J-STAGE)J-STAGEJ-STAGE


SPARC Japan

Terms of Use | Privacy Policy