Numerical modelling for buckling of buried pipelines induced by compressive ground failure

Journal of the Chinese Institute of Engineers, Transactions of the Chinese Institute of Engineers,Series A/Chung-kuo Kung Ch'eng Hsuch K'an

Volumn 19, Issue 3, 1996, Pages 321-332

  Chiou, Yaw Jeng ^a   Chi, Shue Yeong ^b  

^a NATIONAL CHENG KUNG UNIVERSITY   (Taiwan)

^b SINOTECH ENGINEERING CONSULTANTS INC   (Taiwan)

Author keywords

Buckling; Ground failure; Pipeline

Indexed keywords

EARTHQUAKE RESISTANCE; FAILURE (MECHANICAL); FOUNDATIONS; FRICTION; LOAD LIMITS; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; PIPE; PIPELINES; SOILS; STABILITY;

BEAM MODE; BURIED PIPELINES; COMPRESSIVE GROUND FAILURE; LOCAL SHELL MODE; PIPE DIAMETER TO THICKNESS RATIO; SOIL PIPE FRICTION;

BUCKLING;

EID: 0030141597     PISSN: 02533839     EISSN: 21587299     Source Type: Journal    
DOI: 10.1080/02533839.1996.9677793     Document Type: Article

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