Simulations and analyses of train-induced ground vibrations in finite element models

Soil Dynamics and Earthquake Engineering

Volumn 23, Issue 5, 2003, Pages 403-413

  Hall, Lars ^a  

^a FB Engineering AB   (Sweden)

Author keywords

Railway embankment; Track; Train induced ground vibrations

Indexed keywords

COMPUTER SIMULATION; ELASTICITY; EMBANKMENTS; FREQUENCY DOMAIN ANALYSIS; ITERATIVE METHODS; MATHEMATICAL MODELS; STRAIN; TIME DOMAIN ANALYSIS;

GROUND VIBRATIONS;

VIBRATION MEASUREMENT;

DYNAMIC RESPONSE; EMBANKMENT; RAILWAY; VIBRATION;

EID: 0037861033     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(02)00209-9     Document Type: Article

References (5)

1. Hall L. Simulations and analyses of train-induced ground vibrations; a comparative study of two- and three-dimensional calculations with actual measurements. PhD Dissertation. Department of Civil and Environmental Engineering, Royal Institute of Technology, Stockholm, Sweden; 2000.
2. Head J.M. Jardine F.M. CIRIA Technical note 142 CIRIA Technical note 142 1992 Construction Industry Research and Information Association London
3. Ishibashi I. Zhang X. Unified dynamic shear moduli and damping ratios of sand and clay Soils and Foundations 33 1 1993 182-191
4. Ljungberg R, Soerensen N. Seismic field measurements in soft soils at Grums, Sweden. Master Thesis. Department of Civil and Environmental Engineering, Royal Institute of Technology, Stockholm, Sweden; 1997.
5. Madshus C. Kaynia A. Dynamic response of rail-embankment-soil system, Appendix 12 Bengtsson P.E. Dnr 2-9710-502 Dnr 2-9710-502 1999 Swedish National Rail Administration Borlaenge, Sweden