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Numerical Modelling of Soil under Dynamic Loading

R. S. Steedman / S. P. G. Madabhushi / A. H. C. Chan

Centrifuge modelling of soil-structure interaction problems is a well established technique. A wide range of boundary value problems have been analyzed using the technique, both under static and dynamic conditions at the Cambridge Geotechnical Centrifuge Centre. Some of these tests have been reported in the literature, Schofield and Steedman (1988) and Schofield and Lee (1988) for example. In the paper the dynamic centrifuge model test results are used to investigate dynamic effective stress F.E. code called 'SWANDYNE', Chan (1988). 'SWANDYNE' is a general purpose program which can be used to analyze static and dynamic problems in Geomechanics. The results from the computer code were compared with those observed in the centrifuge test.

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Numerical Modelling of Soil under Dynamic Loading

R. S. Steedman / S. P. G. Madabhushi / A. H. C. Chan

Centrifuge modelling of soil-structure interaction problems is a well established technique. A wide range of boundary value problems have been analyzed using the technique, both under static and dynamic conditions at the Cambridge Geotechnical Centrifuge Centre. Some of these tests have been reported in the literature, Schofield and Steedman (1988) and Schofield and Lee (1988) for example. In the paper the dynamic centrifuge model test results are used to investigate dynamic effective stress F.E. code called 'SWANDYNE', Chan (1988). 'SWANDYNE' is a general purpose program which can be used to analyze static and dynamic problems in Geomechanics. The results from the computer code were compared with those observed in the centrifuge test.

Numerical Modelling of Soil under Dynamic Loading

R. S. Steedman / S. P. G. Madabhushi / A. H. C. Chan

Centrifuge modelling of soil-structure interaction problems is a well established technique. A wide range of boundary value problems have been analyzed using the technique, both under static and dynamic conditions at the Cambridge Geotechnical Centrifuge Centre. Some of these tests have been reported in the literature, Schofield and Steedman (1988) and Schofield and Lee (1988) for example. In the paper the dynamic centrifuge model test results are used to investigate dynamic effective stress F.E. code called 'SWANDYNE', Chan (1988). 'SWANDYNE' is a general purpose program which can be used to analyze static and dynamic problems in Geomechanics. The results from the computer code were compared with those observed in the centrifuge test.

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Title:

Numerical Modelling of Soil under Dynamic Loading

Contributors:

R. S. Steedman (author) / S. P. G. Madabhushi (author) / A. H. C. Chan (author)

Publication date:

1989

Size:

12 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Soil & Rock Mechanics , Soil Sciences , Soil mechanics , Dynamic loads , Soil tests , Soil physics , Mathematical models , Soil properties , Centrifuging , Meetings , Numerical analysis , Loads(Forces) , Soils , Reprints , Foreign technology , Finite element method

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