Elastoplastic solution for soil-pipe-tunnel interaction

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 133, Issue 7, 2007, Pages 782-792

  Klar, A ^a   Vorster, T E B ^b   Soga, K ^c   Mair, R J ^c  

^a TECHNION ISRAEL INSTITUTE OF TECHNOLOGY   (Israel)

^b Africon Engineering International   (South Africa)

^c UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

Deterioration; Infrastructure; Pipelines; Soil pile interaction; Tunneling

Indexed keywords

ELASTICITY; ELASTOPLASTICITY; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; GRAPH THEORY; PIPE; PLASTICITY; TUNNELS;

BOUNDARY INTEGRAL FORMULATION; ELASTIC CONTINUUM; GAUSSIAN CURVE; SOIL PILE INTERACTION; TUNNELING EFFECTS;

SOILS;

BOUNDARY INTEGRAL METHOD; ELASTIC PROPERTY; ELASTOPLASTICITY; FINITE ELEMENT METHOD; GAUSSIAN METHOD; PILE; PIPELINE; SOIL PROFILE; SOIL-STRUCTURE INTERACTION; TUNNEL;

ELASTICITY; ELASTOPLASTICITY; FAILURE ANALYSIS; FINITE ELEMENT ANALYSIS; FORCE; MATHEMATICAL MODEL; PIPE; PULL-OUT;

EID: 34347342803     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2007)133:7(782)     Document Type: Article

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