DocumentCode
2463382
Title
Numerical simulation of frost heave in frozen soil under various freezing mode
Author
Shang, Xiangyu ; Zhou, Guoqing
Author_Institution
State Key Lab. for Geomechanics & Deep Underground Eng., China Univ. of Min. & Technol., Xuzhou, China
fYear
2011
fDate
24-26 June 2011
Firstpage
5119
Lastpage
5122
Abstract
In this paper frost heave is simulated numerically by the coupled processes of heat conduction and moisture transport within frozen soil mass. A finite difference computational program developed by the first author is used to simulate frost heave of one-dimensional frozen soil under three different freezing modes including continuous, stepwise and continuous-intermissive mode. The results of simulation show that continuous-intermissive mode can suppress the magnitude of frost heave effectively.
Keywords
finite difference methods; geotechnical engineering; heat conduction; ice; moisture; soil; finite difference computational program; frost heave; frozen soil; heat conduction; moisture transport; Computational modeling; Earth; Ice; Numerical models; Numerical simulation; Presses; Soil; freezing mode; frost heave; frozen soil; numerical simulation;
fLanguage
English
Publisher
ieee
Conference_Titel
Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
Conference_Location
Nanjing
Print_ISBN
978-1-4244-9172-8
Type
conf
DOI
10.1109/RSETE.2011.5965466
Filename
5965466
Link To Document