Influence of spherical voids on the unconfined compressive strength of plaster cylinders: Preliminary results

Katelyn M. Petteys, Mary M. Maclaughlin, Nick Hudyma

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

In order to quantify the influence of large voids on the unconfined compressive strength (UCS) of macroporous materials, fifty-four 3″×6″ plaster cylinders have been created, containing up to twenty-four 1″ diameter spheres representing large voids. The UCS of each specimen is being determined in the laboratory, after which the specific location of each of the spheres is found. A FLAC3D numerical model is then created for each specimen, and the UCS determined via numerical simulation of the laboratory test. To date, 17 specimens have been tested in the laboratory, and three numerical models have been completed. Although the numerical and experimental results do not agree perfectly, the UCS values determined in the laboratory are lower than the numerically determined UCS values, as expected. The new results, both numerical and experimental, are within the range of data previously collected.

Original languageEnglish
Title of host publication43rd Symposium on Engineering Geology and Geotechnical Engineering 2011
Subtitle of host publicationWater, Soils and Sustainability in the Intermountain West
Pages127-131
Number of pages5
StatePublished - 2011
Event43rd Symposium on Engineering Geology and Geotechnical Engineering 2011: Water, Soils and Sustainability in the Intermountain West, EGGE 2011 - Las Vegas, NV, United States
Duration: 23 Mar 201125 Mar 2011

Publication series

Name43rd Symposium on Engineering Geology and Geotechnical Engineering 2011: Water, Soils and Sustainability in the Intermountain West

Conference

Conference43rd Symposium on Engineering Geology and Geotechnical Engineering 2011: Water, Soils and Sustainability in the Intermountain West, EGGE 2011
Country/TerritoryUnited States
CityLas Vegas, NV
Period23/03/1125/03/11

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