Vertical amplitude reduction of Rayleigh waves by a row of piles in a poroelastic half-space

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 33, Issue 16, 2009, Pages 1799-1821

  Cai, Yuan Qiang ^a,b   Ding, Guang Ya ^a,b   Xu, Chang Jie ^b   Wang, Jun ^a  

^a WENZHOU UNIVERSITY   (China)

^b ZHEJIANG UNIVERSITY   (China)

Author keywords

Barrier; Poroelastic soil; Rayleigh wave; Row of piles; Vertical amplitude reduction

Indexed keywords

BARRIER; POROELASTIC SOIL; POROELASTIC SOILS; ROW OF PILES; VERTICAL AMPLITUDE;

CAPILLARITY; LINEAR SYSTEMS; RAYLEIGH WAVES; SOILS;

PILES;

AMPLITUDE; BIOT THEORY; LEAST SQUARES METHOD; MODELING; NUMERICAL METHOD; PERMEABILITY; PILE; POROELASTICITY; RAYLEIGH WAVE; SOIL-STRUCTURE INTERACTION;

EID: 74549183424     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.789     Document Type: Article

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