Transient groundmotion in an elastic homogeneous halfspace to blasting loading

Research output: Contribution to journalArticle

6 Citations (Scopus)

Abstract

A closed-form transient solution to blasting loading is presented. The blasting loading is modelled as a finite sheet dilatational source, rather than a finite line, so that the dimensions of the explosives are taken into account in two directions, i.e. one in the horizontal direction and the other in the vertical direction. The solution is obtained by using Laplace transform, with respect to the time, and Fourier transform with respect to the coordinates. Inverse Laplace transform is implemented analytically. The final solution is expressed in double integral form. The solution can be used to determine groundmotion in studying blasting impacts on underground or aboveground structures.

Original languageEnglish
Pages (from-to)151-159
Number of pages9
JournalSoil Dynamics and Earthquake Engineering
Volume15
Issue number3
DOIs
Publication statusPublished - 1996 Mar 13

Keywords

  • Blasting loading
  • Laplace-Fourier transform
  • Seismic groundmotion
  • Three dimensional

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Geotechnical Engineering and Engineering Geology
  • Soil Science

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