An experimental examination of the critical state and other similar concepts for granular soils

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Abstract

In this study a new testing method, which enables the critical state of dense sand to be measured in the homogeneous deformation region, was adopted to measure the critical state of dense sand and to examine the critical state concept. A series of experiments was carried out to measure the critical state for dense, medium dense, and loose sand. The test results show that although a unique critical state curve may exist, the critical state friction angle is not constant but stress level dependent. The other similar concepts, namely, the phase transformation state, the characteristic state, and the steady state, were also examined, and the relationships among these states were established. -from Author

Original languageEnglish
Pages (from-to)1065-1075
Number of pages11
JournalCanadian Geotechnical Journal
Volume32
Issue number6
Publication statusPublished - 1995

ASJC Scopus Subject Areas

  • Civil and Structural Engineering
  • Geotechnical Engineering and Engineering Geology

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