Wave equation analyses of tapered FRP-concrete piles in dense sand

Soil Dynamics and Earthquake Engineering

Volumn 27, Issue 2, 2007, Pages 166-182

  Sakr, Mohammed ^a   El Naggar, M Hesham ^b   Nehdi, Moncef ^b  

^a THURBER ENGINEERING LTD   (Canada)

^b UNIVERSITY OF WESTERN ONTARIO   (Canada)

Author keywords

Dense sand; Durability; Fiber reinforced polymers; Large scale modeling; Pile foundation; Self consolidating concrete; Tapered piles; Wave equation

Indexed keywords

DAMPING; DURABILITY; PILE DRIVING; PILE FOUNDATIONS; PILES; PRESTRESSED CONCRETE; SAND; WAVE EQUATIONS;

DENSE SAND; LARGE-SCALE MODELING; SELF-CONSOLIDATING CONCRETE; SIGNAL-MATCHING PROGRAM; TAPERED PILES;

FIBER REINFORCED PLASTICS;

CONCRETE STRUCTURE; DAMPING; DURABILITY; DYNAMIC RESPONSE; PILE RESPONSE; POLYMER; SOIL-STRUCTURE INTERACTION; STRUCTURAL RESPONSE; WAVE EQUATION;

EID: 33750471625     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2005.11.002     Document Type: Article

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