Lowland Technology International
Vol 1 No 1, June (1999)

SELECTION OF SOFT CLAY PARAMETERS FOR BANGKOK LOWLAND DEVELOPMENT

A. S. Balasubramaniam (Unknown)
S. R. Kim (Unknown)
D. G. Lirr (Unknown)
S. S. S. Acharya (Unknown)
T. H. Seah (Unknown)
D. T. Bergado (Unknown)

Article Info

Publish Date
07 Jun 1999

Abstract

The paper stresses the importance of a sound understanding of the soil behaviour in both the limit equilibrium and numerical analysis in soil- structure interaction problems: deep foundation for tall buildings; foundation for elevated expressways, subways, ground improvements works, tunnels for water supply, natural gas supply, sewerage and drainage. In the limit equilibrium analysis the use of Hvorslev strength parameters is suggested while for lightly overconsolidated clays the strength to be referred as a frictional component. In the numerical analysis a realistic stress- strain model for the behaviour of soft clays for stress states below the state boundary surface is recommended.

Copyrights © 1999




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Journal Info
Lowland Technology International
Website

Abbrev

ialt_lti

Publisher

International Association of Lowland Technology

Subject

Civil Engineering, Building, Construction & Architecture Engineering Transportation

Description

The Lowland Technology International Journal presents activity and research developments in Geotechnical Engineering, Water Resources Engineering, Structural Engineering, Transportation Engineering, Urban Planning, Coastal Engineering, Disaster Prevention and Mitigation ...