File Download

There are no files associated with this item.

  • Find it @ UNIST can give you direct access to the published full text of this article. (UNISTARs only)

Views & Downloads

Detailed Information

Cited time in webofscience Cited time in scopus
Metadata Downloads

Experimental assessment of the effect of frozen fringe thickness on frost heave

Author(s)
Jin, Hyun WooLee, JangguenRyu, Byun HyunShin, YunsupJang, Young-Eun
Issued Date
2019-10
DOI
10.12989/gae.2019.19.2.193
URI
https://scholarworks.unist.ac.kr/handle/201301/29058
Fulltext
http://www.techno-press.org/?page=container&journal=gae&volume=19&num=2#
Citation
GEOMECHANICS AND ENGINEERING, v.19, no.2, pp.193 - 199
Abstract
A frozen fringe plays a key role in frost heave development in soils. Previous studies have focused on the physical and mechanical properties of the frozen fringe, such as overall hydraulic conductivity, water content and pore pressure. It has been proposed that the thickness of the frozen fringe controls frost heave behavior, but this effect has not been thoroughly evaluated. This study used a temperature-controllable cell to investigate the impact of frozen fringe thickness on the characteristics of frost heave. A series of laboratory tests was performed with various temperature boundary conditions and specimen heights, revealing that: (1) the amount and rate of development of frost heave are dependent on the frozen fringe thickness; (2) the thicker the frozen fringe, the thinner the resulting ice lens; and (3) care must be taken when using the frost heave ratio to characterize frost heave and evaluate frost susceptibility because the frost heave ratio is not a normalized factor but a specimen height-dependent factor.
Publisher
TECHNO-PRESS
ISSN
2005-307X
Keyword (Author)
laboratory analysisfrost heavefrozen fringefrost heave amountfrost heave ratefrost heave ratiospecimen height
Keyword
FREEZE-THAWPRESSURE

qrcode

Items in Repository are protected by copyright, with all rights reserved, unless otherwise indicated.