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PERMANENT SOIL DEFORMATIONS AFTER EARTHQUAKES - IMPLICATIONS FOR DESIGN. (INTRODUCTION TO 6 PAPERS PRESENTED AT A COLLOQUIUM IN DEC. 1995, ORGANISED JOINTLY BY THE UK SOCIETY FOR EARTHQUAKES & CIV ENG DYNAMICS (SECED) AND THE ASSOCIATION FRANCAISE DU GENIE PARASISMIQUE (AFPS)).

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1998) 131 (1): 1–3.

https://doi.org/10.1680/igeng.1998.30000

Published: 01 January 1998

...D MUIR WOOD; D M WOOD; SECED; AFPS SOILS DEFORMATION PERMANENT EARTHQUAKES DESIGN STRUCTURES INTERACTION DYNAMIC SEISMIC FOUNDATIONS BRIDGES WALLS RETAINING PILES RESPONSES LIQUEFACTION PERFORMANCE GEOTECHNICS MATERIALS MODELLING MODELS SOIL PROPERTIES NUMERICAL...

View article titled, PERMANENT SOIL DEFORMATIONS AFTER EARTHQUAKES - IMPLICATIONS FOR DESIGN. (INTRODUCTION TO 6 PAPERS PRESENTED AT A COLLOQUIUM IN DEC. 1995, ORGANISED JOINTLY BY THE UK SOCIETY FOR EARTHQUAKES & CIV ENG DYNAMICS (SECED) AND THE ASSOCIATION FRANCAISE DU GENIE PARASISMIQUE (AFPS)).

Add to Citation Manager for PERMANENT SOIL DEFORMATIONS AFTER EARTHQUAKES - IMPLICATIONS FOR DESIGN. (INTRODUCTION TO 6 PAPERS PRESENTED AT A COLLOQUIUM IN DEC. 1995, ORGANISED JOINTLY BY THE UK SOCIETY FOR EARTHQUAKES & CIV ENG DYNAMICS (SECED) AND THE ASSOCIATION FRANCAISE DU GENIE PARASISMIQUE (AFPS)).

Journal Articles

THE STABILITY OF SINGLE-STAGE CONSTRUCTED REINFORCED EMBANKMENTS ON SOFT CLAY.

C C HIRD, D RUSSELL, R A JEWELL

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (4): 191–205.

https://doi.org/10.1680/igeng.1997.29656

Published: 01 October 1997

... can be used to assess stability, providing a valid failure mechanism is postulated, and, for idealized subsoil strength pro®les, plasticity solutions are also available. This paper documents numerical analyses which support the use of the plasticity solutions and provide the basis of a new design...

View article titled, THE STABILITY OF SINGLE-STAGE CONSTRUCTED REINFORCED EMBANKMENTS ON SOFT CLAY.

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COMPARISON OF THE MEASURED AND PREDICTED PERFORMANCE OF TAILINGS SEDIMENTATION.

N C CONSOLI

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (3): 179–187.

https://doi.org/10.1680/igeng.1997.29468

Published: 01 July 1997

... simultaneously. An implicit ®nite difference analysis was developed to solve the sedimentation problem. This paper compares analytical results with ®eld measurements of the disposal of bauxite mine tailings. The numerical analysis successfully predicts the ®lling of the reservoir, as well as the longitudinal...

View article titled, COMPARISON OF THE MEASURED AND PREDICTED PERFORMANCE OF TAILINGS SEDIMENTATION.

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