Evaluation of Ko in centrifuge model using shear wave velocity

Hyung Ik Cho, Heon Joon Park, Dong Soo Kim, Yun Wook Choo

Research output: Contribution to journalArticlepeer-review

10 Scopus citations

Abstract

The coefficient of earth pressure at rest (Ko) is an important parameter in the analysis and design of geotechnical structures. Methods based on the shear wave velocity (Vs) can beutilized to estimate K o using the directionality of a shear wave and its dependence one effective stresses. For centrifuge modeling, it is important to understand the in-flight stress states at various locations during loading-unloading-reloading cycles and to develop a direct method for measuring Ko in flight. In this study, previously proposed methods based on Vs (V s-Ko relationships) were assessed to determine Ko in a centrifuge model using the results of bender element tests performed in a cross-hole configuration. The suitability of the Vs-Ko relationship for the centrifuge test and variation in Ko with respect to location in the centrifuge model were investigated. Through changes in centrifugal acceleration, the loading and unloading stress conditions were simulated, and the Ko value calculated based on the V s-Ko relationship was compared to values obtained from an earth pressure transducer and via empirical equations. It was found that the method using a single horizontally propagating Vs and one pressure measurement was adequate to evaluate Ko in a centrifuge model. In addition, Ko in the centrifuge model was higher at the center than near the boundary for the unloading stage because of the arching effect.

Original languageEnglish
JournalGeotechnical Testing Journal
Volume37
Issue number2
DOIs
StatePublished - Mar 2014

Keywords

  • Bender element tests
  • Centrifuge model test
  • Coefficient of earth pressure at rest (Ko)
  • Shear wave velocity
  • Vs-Ko relationship

Fingerprint

Dive into the research topics of 'Evaluation of Ko in centrifuge model using shear wave velocity'. Together they form a unique fingerprint.

Cite this