Dynamic response of a porous seabed around pipeline under three-dimensional wave loading

Soil Dynamics and Earthquake Engineering

Volumn 31, Issue 5-6, 2011, Pages 785-791

  Zhang, X L ^a,b   Jeng, D S ^b,c   Luan, M T ^d  

^a BEIJING UNIVERSITY OF TECHNOLOGY   (China)

^b UNIVERSITY OF DUNDEE   (United Kingdom)

^c SHANGHAI JIAO TONG UNIVERSITY   (China)

^d DALIAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

BURIAL DEPTHS; BURIED DEPTH; BURIED PIPELINES; ELASTIC SOILS; EXCESS PORE PRESSURE; NUMERICAL MODELS; NUMERICAL RESULTS; POROUS SEABED; SHEAR MODULUS; SOIL CHARACTERISTICS; SOIL MATERIALS; SOIL PERMEABILITY; THREE-DIMENSIONAL MODEL; WATER DEPTH; WAVE LOADINGS; WAVE PERIOD;

DYNAMIC RESPONSE; GEOLOGIC MODELS; OFFSHORE PIPELINES; PORE PRESSURE; SHEAR FLOW; SOILS; THREE DIMENSIONAL;

PIPELINES;

DYNAMIC RESPONSE; NUMERICAL MODEL; PERMEABILITY; PORE PRESSURE; SEAFLOOR; SUBMARINE PIPELINE; WATER WAVE; WAVE-STRUCTURE INTERACTION;

EID: 79952311758     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2011.01.002     Document Type: Article

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