CONSOLIDATION TEST AT CONSTANT RATE OF STRAIN FOR RADIAL DRAINAGE

In this paper, the consolidometer for radial drainage under constant rate strain (CRS) loading is developed as well as its related theory needed to analyze test results. The validity of the developed consolidometer is investigated by experiments, which compare CRS and incremental loadings under radial drainage and vertical drainage. The results from the developed CRS loading test agreed with those of the conventional incremental loading test for radial drainage.

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  • Find a library where document is available. Order URL: http://worldcat.org/issn/01496115
• Corporate Authors:

  ASTM International

  100 Barr Harbor Drive
  West Conshohocken, PA  United States  19428-2959
• Authors:
  • Yune, C Y
  • Chung, C K
• Publication Date: 2005-1

Language

• English

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 71-78
• Serial:
  • Geotechnical Testing Journal
  • Volume: 28
  • Issue Number: 1
  • Publisher: ASTM International
  • ISSN: 0149-6115
  • EISSN: 1945-7545
  • Serial URL: https://www.astm.org/products-services/standards-and-publications/geotechnical-testing-journal.html

Subject/Index Terms

• TRT Terms: Consolidation; Constants; Drained soil; Fine grained soils; Strain (Mechanics)
• Subject Areas: Geotechnology; Highways; I42: Soil Mechanics;

Filing Info

• Accession Number: 00986702
• Record Type: Publication
• Files: TRIS
• Created Date: Feb 2 2005 12:00AM