Study on long-term stability of Qinghai-Tibet Railway embankment

Cold Regions Science and Technology

Volumn 57, Issue 2-3, 2009, Pages 139-147

  Li, Shuangyang ^a   Lai, Yuanming ^a   Zhang, Minyi ^a   Dong, Yuanhong ^a  

^a Chinese Academy of Sciences   (China)

Author keywords

Creep; Embankment; Long term stability; Mathematical model; Qinghai Tibet Railway

Indexed keywords

ANALYTICAL MODELS; CREEP EQUATIONS; DEFORMATION PROBLEMS; FINITE ELEMENT PROGRAMS; IN-SITU; LONG-TERM STABILITY; NUMERICAL HEAT TRANSFERS; OBSERVATION DATUM; PERMAFROST REGIONS; QINGHAI-TIBET RAILWAY; SOIL TEMPERATURE VARIATIONS; TEMPERATURE FIELDS;

COMPUTER SIMULATION; CONVERGENCE OF NUMERICAL METHODS; CREEP; EMBANKMENTS; FROZEN SOILS; GEOLOGIC MODELS; HYDRAULIC STRUCTURES; MOISTURE; RAILROADS; SOIL MECHANICS; STABILITY;

MATHEMATICAL MODELS;

CREEP; DEFORMATION; EMBANKMENT; FROZEN GROUND; NUMERICAL MODEL; PERMAFROST; RAILWAY; SOIL MECHANICS; SOIL TEMPERATURE;

ASIA; CHINA; EURASIA; FAR EAST; QINGHAI-XIZANG PLATEAU;

EID: 67349136494     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coldregions.2009.02.003     Document Type: Article

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