DocumentCode
3220500
Title
Research on test and analysis for frost damage of base layer of reservoir slope in seasonal permafrost regions
Author
Xiao-zhou, Liu ; Peng, Liu
Author_Institution
Key Lab. for Prediction & Control on Complicated Struct. Syst. of Liaoning Province, Dalian Univ., Dalian, China
fYear
2011
fDate
22-24 April 2011
Firstpage
4388
Lastpage
4391
Abstract
Referenced the fracture mechanics theories, based on the consideration of the destruction characteristics, the cementation force of ice in the frozen soil and fictitious crack, the wing crack fracture model of base layer of reservoir slope is proposed. The calculated results of finite element analysis agree with soil mechanics experimental results in terms of the soil mass of base layer of reservoir slope, which explains this theoretical model and its research methods are reasonable and effective. It is a meaningful attempt to research the anti-frost damage for base layer of reservoir slope in seasonal permafrost regions, and provides a reference for stability design.
Keywords
cracks; finite element analysis; fracture mechanics; geotechnical engineering; ice; mechanical stability; reservoirs; soil; antifrost damage; cementation force; destruction characteristic; fictitious crack; finite element analysis; fracture mechanics; frozen soil; ice; reservoir slope; seasonal permafrost region; soil mass; soil mechanics; stability design; wing crack fracture model; Analytical models; Books; Force; IP networks; Reservoirs; Rocks; Soil; cementation force; fictitious crack; fracture mechanics; wing crack;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5774484
Filename
5774484
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