HUANG Mingkui , WANG Ren. Stability of Particlesize Improved Roadbed in Permafrost[J]. Journal of Civil and Environmental Engineering, 2008, 30(4): 96-98.
DOI:
HUANG Mingkui , WANG Ren. Stability of Particlesize Improved Roadbed in Permafrost[J]. Journal of Civil and Environmental Engineering, 2008, 30(4): 96-98. DOI: 10.11835/j.issn.1674-4764.2008.04.021.
Stability of Particlesize Improved Roadbed in Permafrost
is the ability of roadbed to adapt to pavement settlement
slurry effusion
shear slide and haunching up of the roadbed resulting from moving vehicles and many natural influences. Thermal stability is the sensitivity of the thermal state of the roadbed to the external environmental condition. It is the key point of the roadbed stability in permafrost. Research concerning roadbed thermal stability in permafrost is analyzed
and the judgment principle of thermal stability is discussed. The regular change of the ground temperature and deformation of particlesize improved roadbeds are analyzed by studying field observation data of the particlesize improved roadbed after two freezing and thawing cycles. We conclude that the particlesize improved roadbed can raise the upper limit of frozen soil. Based on the judgment principle
the particlesize improved roadbed is regarded as a new type of stable structure.