Stiffness profiles of residual soil sites using continuous surface wave method

A. M.W. Aung*, E. C. Leong

*Corresponding author for this work

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

Abstract

In this study, continuous surface wave (CSW) tests were conducted to study the dispersion characteristics and stiffness profiles of two unsaturated residual soil sites in Singapore. Rayleigh wave dispersion curves were obtained by plotting measured Rayleigh wave phase velocities (Vφ) against frequency. Dispersion characteristics of both sites were found to be normally dispersive. Stiffness profiles were then determined through inversion analyses. The stiffness profiles were found to be in good agreement with stiffness estimated from standard penetration test (SPT) and cone penetration test (CPT) data. The degree of weathering with depth at the two sites was also estimated from stiffness profiles. It was found that both sites have been heavily weathered to a substantial depth.

Original languageEnglish
Title of host publication5th Asia-Pacific Conference on Unsaturated Soils 2012
Pages735-740
Number of pages6
Publication statusPublished - 2012
Externally publishedYes
Event5th Asia-Pacific Conference on Unsaturated Soils 2012 - Pattaya, Thailand
Duration: Feb 29 2012Mar 2 2012

Publication series

Name5th Asia-Pacific Conference on Unsaturated Soils 2012
Volume2

Conference

Conference5th Asia-Pacific Conference on Unsaturated Soils 2012
Country/TerritoryThailand
CityPattaya
Period2/29/123/2/12

ASJC Scopus Subject Areas

  • Soil Science

Keywords

  • Continuous surface waves
  • Dispersion curves
  • Inversion
  • Rayleigh waves
  • Shear-wave velocity

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