Use of shear wave velocity to estimate settlement potential in mine spoils

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1 Scopus citations

Abstract

Mine spoils are crushed rock fragments resulting from mountaintop removal mining. Mine spoils are typically placed in valleys as fill, but are susceptible to large amounts of differential settlement. Settlement mechanisms in mine spoil are different than those in soil, and include 1) stress-induced settlement due to particle crushing under increased confinement, and 2) hydrocompression due to wetting of the material. Herein, a method has been developed to quantitatively predict settlement in mine spoils by measuring the effect of confining stress and wetting on void ratio in reconstituted laboratory specimens. Settlement potential was found to be much more severe for dry specimens that had not been previously wetted. Upon wetting, the dry specimens experienced almost instant volume change corresponding to vertical strains of around 8%. Resonant column testing revealed that wetted specimens had lower shear wave velocities (v s) than specimens that had not been wetted. Thus, V s can be used to indicate whether or not spoils have been previously wetted, and settlement potential can be estimated based on deformation observations made in the laboratory specimens. With this method, mine spoil sites can be screened, and sites less susceptible to excessive amounts of settlement can be identified.

Original languageEnglish
Title of host publicationProceedings of the Geotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics, GSP 181
Edition181
DOIs
StatePublished - 2008
EventGeotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics - Sacramento, CA, United States
Duration: May 18 2008May 22 2008

Publication series

NameGeotechnical Special Publication
Number181
ISSN (Print)0895-0563

Conference

ConferenceGeotechnical Earthquake Engineering and Soil Dynamics IV Congress 2008 - Geotechnical Earthquake Engineering and Soil Dynamics
Country/TerritoryUnited States
CitySacramento, CA
Period5/18/085/22/08

ASJC Scopus subject areas

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

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