Numerical analysis of liquefaction of porous seabed around pipeline fixed in space under seismic loading

Soil Dynamics and Earthquake Engineering

Volumn 29, Issue 5, 2009, Pages 855-864

  Maotian, Luan ^a   Xiaoling, Zhang ^a   Qing, Yang ^a   Ying, Guo ^a  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Excess pore pressure; Liquefaction; Seismic loading; Submarine pipeline

Indexed keywords

CONSOLIDATION; EARTHQUAKES; FINITE ELEMENT METHOD; GEOLOGIC MODELS; LIQUEFACTION; LOADING; PIPELINES; PORE PRESSURE; SEISMOLOGY; SOIL LIQUEFACTION; SOILS; SUBMARINES; TWO DIMENSIONAL;

ANALYSIS METHODS; BURIED PIPELINES; EXCESS PORE PRESSURE; LIQUEFACTION POTENTIALS; NUMERICAL COMPUTATIONS; NUMERICAL PROCEDURES; ONE-DIMENSIONAL PROBLEMS; POROUS SEABEDS; PRESSURE SOURCES; SANDY SEABEDS; SEABED SOILS; SEISMIC LOADING; SOIL CHARACTERISTICS; SUBMARINE PIPELINE; TWO-DIMENSIONAL STRUCTURES; UNDRAINED SHEARINGS;

SUBMARINE PIPELINES;

CONSOLIDATION; CYCLIC LOADING; EARTHQUAKE ENGINEERING; EMPIRICAL ANALYSIS; FINITE ELEMENT METHOD; LIQUEFACTION; PORE PRESSURE; POROUS MEDIUM; SEAFLOOR; SUBMARINE PIPELINE; TERZAGHI THEORY;

EID: 60349118054     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2008.09.002     Document Type: Article

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