Updated CS2 model for large strain consolidation of clay

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

Abstract

A new and updated version of the numerical model CS2 for large strain consolidation of saturated soil is presented. The consolidation algorithm includes the capabilities of the original CS2 model with the addition of time-dependent loading, unload/reload effects, and an externally applied hydraulic gradient. Verification checks show excellent agreement with analytical solutions for timedependent loading under small strain conditions. A series of large strain simulations indicates that complex behavior can be produced by unload/reload during consolidation. Soil elements at varying depths take different paths on the compressibility plot and changes in applied stress can cause dramatic variations in excess pore pressures. When unloading occurs before the completion of consolidation, elements in close proximity to drainage boundaries will have a higher preconsolidation stress than those in the interior of the layer. The simulations also indicate that failure to correctly account for soil self-weight can lead to significant errors in a consolidation analysis.

Original languageEnglish (US)
Title of host publicationGeoCongress 2012
Subtitle of host publicationState of the Art and Practice in Geotechnical Engineering
Pages115-124
Number of pages10
Edition225 GSP
DOIs
StatePublished - Dec 1 2012
EventGeoCongress 2012: State of the Art and Practice in Geotechnical Engineering - Oakland, CA, United States
Duration: Mar 25 2012Mar 29 2012

Publication series

NameGeotechnical Special Publication
Number225 GSP
ISSN (Print)0895-0563

Other

OtherGeoCongress 2012: State of the Art and Practice in Geotechnical Engineering
CountryUnited States
CityOakland, CA
Period3/25/123/29/12

All Science Journal Classification (ASJC) codes

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

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