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Constitutive Modelling of Unsaturated Loose Soil Slopes Subjected to Rainfall Infiltration (Keynote)

Research output: Contribution to conferenceConference Paper

Abstract

Failures of initially loose unsaturated man- made (or fill) slopes due to rainfall infiltration are not uncommon in many parts of the world. Some of these failures are reported as caused by static liquefaction. However, the behaviour and the transformation from initially loose unsaturated to saturated states of soils, well - graded decomposed material in particular, are not fully understood and correctly modelled. The word \
Original languageEnglish
Pages187-200
Publication statusPublished - 2003
EventProceedings of 9th China National Conference on Soil Mechanics and Geotechnical Engineering -
Duration: 1 Jan 20031 Jan 2003

Conference

ConferenceProceedings of 9th China National Conference on Soil Mechanics and Geotechnical Engineering
Period1/01/031/01/03

ISBNs

['9787302074588']

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