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Volumn 54, Issue 2, 2008, Pages 120-123
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Analysis of the thermal stability of an embankment under different pavement types in high temperature permafrost regions
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Author keywords
Embankment height; Embankment width; The maximum thawed depth; Thermal stability
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Indexed keywords
ASPHALT;
ASPHALT PAVEMENTS;
BITUMINOUS MATERIALS;
CEMENT MANUFACTURE;
CEMENTS;
CONCRETE CONSTRUCTION;
EMBANKMENTS;
HYDRAULIC STRUCTURES;
PAVEMENTS;
PERMAFROST;
RAILROAD STATIONS;
ROADS AND STREETS;
THERMODYNAMIC STABILITY;
ASPHALT CONCRETE PAVEMENTS;
CEMENT CONCRETE PAVEMENTS;
CLIMATE WARMING;
EMBANKMENT HEIGHT;
EMBANKMENT WIDTH;
GEOGRAPHIC CONDITIONS;
HIGH TEMPERATURE;
PERMAFROST REGIONS;
SIMULATED RESULTS;
THE MAXIMUM THAWED DEPTH;
THERMAL STABILITY;
CONCRETE PAVEMENTS;
COMPUTER SIMULATION;
CONCRETE STRUCTURE;
EMBANKMENT;
EXPERIMENTAL STUDY;
HEIGHT;
PAVEMENT;
PERMAFROST;
ROAD CONSTRUCTION;
STABILITY ANALYSIS;
THAWING;
THERMODYNAMIC PROPERTY;
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EID: 52749085669
PISSN: 0165232X
EISSN: None
Source Type: Journal
DOI: 10.1016/j.coldregions.2008.04.006 Document Type: Article |
Times cited : (32)
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References (6)
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