Temperature feature analysis for embankment with riprap slope protection in Qingshuihe test section of Qinghai-Tibet Railway

Yantu Lixue/Rock and Soil Mechanics

Volumn 27, Issue 5, 2006, Pages 773-777

  Wei, Jing ^a,b   Xu, Zhao Yi ^a   Li, Cheng ^b   Bao, Li Ming ^b   Ge, Jian Jun ^b  

^a BEIJING JIAOTONG UNIVERSITY   (China)

^b China Railway First Survey and Design Institute Group Ltd   (China)

Author keywords

Accumulated temperature; Ground temperature; Qinghai Tibet Railway; Riprap; The maximum thawing depth

Indexed keywords

CONSTRUCTION; FROZEN SOILS; MAINTENANCE; RAILROADS; SLOPE PROTECTION; TEMPERATURE DISTRIBUTION; THAWING;

ACCUMULATED TEMPERATURE; GROUND TEMPERATURE; MAXIMUM THAWING DEPTH; QINGHAI-TIBET RAILWAY; RIPRAP;

EMBANKMENTS;

EID: 33745667558     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)