Types of flowslide failures and possible failure mechanisms

Dariusz Wanatowski*, Jian Chu, Robert S.C. Lo

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contribution

5 Citations (Scopus)

Abstract

Flowslide is a common type of failure of granular soil slopes. Although many flowslides can be explained using static liquefaction or instability behaviour of sand under undrained conditions, some of the failure might have occurred under essentially drained conditions. In this paper, some flowslide case histories are reviewed. Typical flowslides and the possible failure mechanisms behind each flowslide are identified. Based on the laboratory studies, new failure mechanisms are proposed and used to offer new interpretations to some of the failure cases.

Original languageEnglish
Title of host publicationGeotechnical Engineering for Disaster Mitigation and Rehabilitation - Proceedings of the 2nd International Conference GEDMAR08
PublisherSpringer-Verlag GmbH and Co. KG
Pages244-253
Number of pages10
ISBN (Print)9787030216342
DOIs
Publication statusPublished - 2008
Externally publishedYes
Event2nd International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation, GEDMAR08 - , China
Duration: May 30 2008Jun 2 2008

Publication series

NameGeotechnical Engineering for Disaster Mitigation and Rehabilitation - Proceedings of the 2nd International Conference GEDMAR08

Conference

Conference2nd International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation, GEDMAR08
Country/TerritoryChina
Period5/30/086/2/08

ASJC Scopus Subject Areas

  • Geotechnical Engineering and Engineering Geology
  • Safety, Risk, Reliability and Quality

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