DYNAMIC PROPERTIES OF CEMENT-TREATED SOILS

The dynamic shear modulus and damping characteristics of 2 soils, a uniform sand and a silty clay, treated with Type 1 portland cement are determined by the resonant column technique. Test variables studied are cement content, confining pressure, shear-strain amplitude, and moisture content. The dynamic shear modulus and damping of both uniform sand and silty clay can be greatly increased by adding a small amount of cement.

Media Info

  • Media Type: Print
  • Features: References;
  • Pagination: pp 39-51
  • Monograph Title: Cement-stabilized soil
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00044509
  • Record Type: Publication
  • Report/Paper Numbers: ISBN 0-309-01994-X
  • Files: TRIS, TRB
  • Created Date: Jun 15 1973 12:00AM