Probabilistic analysis of finite strain consolidation with stochastic soil compression index and hydraulic conductivity

Tong Qiu, Wei Chen

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

Abstract

A probabilistic analysis of the effects of stochastic soil compression index and hydraulic conductivity on one-dimensional finite strain consolidation is presented. Random field simulation and finite strain consolidation are combined to perform Monte Carlo simulations. Parametric study on the effect of the standard deviation of the stochastic soil properties on output statistics relating to total settlement and consolidation time is conducted.

Original languageEnglish (US)
Title of host publicationCharacterization, Modeling, and Performance of Geomaterials
Pages7-12
Number of pages6
Edition189
DOIs
StatePublished - Dec 1 2009
Event2009 GeoHunan International Conference - Characterization, Modeling, and Performance of Geomaterials - Changsha, Hunan, China
Duration: Aug 3 2009Aug 6 2009

Publication series

NameGeotechnical Special Publication
Number189
ISSN (Print)0895-0563

Other

Other2009 GeoHunan International Conference - Characterization, Modeling, and Performance of Geomaterials
CountryChina
CityChangsha, Hunan
Period8/3/098/6/09

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

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