z-logo
open-access-imgOpen Access
TEMPERATURE ANALYSIS OF HIGH LATITUDES AND LOW ALTITUDE ISLAND PERMAFROST DURING THE CONSTRUCTION OF CFG PILE
Author(s) -
Jinliang Liu,
Yanmin Jia
Publication year - 2018
Publication title -
stavební obzor
Language(s) - English
Resource type - Journals
eISSN - 1805-2576
pISSN - 1210-4027
DOI - 10.14311/cej.2018.03.0024
Subject(s) - permafrost , pile , subgrade , foundation (evidence) , geotechnical engineering , pile cap , finite element method , geology , composite number , environmental science , engineering , structural engineering , materials science , geography , archaeology , oceanography , composite material
Cement fly ash gravel (CFG) pile composite foundation is an effective and economic foundation treatment approach, which is significant to building a foundation, subgrade construction, and so forth. The present paper aims at investigating the temperature behaviors of high latitudes and low altitude island permafrost when the CFG pile was constructed, in which FEM and field temperature monitoring of permafrost was utilized. The proposed findings demonstrate that the temperature disturbance of permafrost is obvious when the CFG pile was constructed, and the temperature variation of CFG pile and permafrost in FEM has a good agreement with the results of field temperature monitoring. Additionally, the influence of different height subgrade on the temperature field of CFG pile composite foundation was analyzed by FEM. The proposed findings demonstrate that the height of subgrade affects the maximum temperature increase of permafrost and the re-frozen time of permafrost after the construction of CFG pile composite foundation.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here
Accelerating Research

Address

John Eccles House
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom