DEFORMATIONAL PROPERTIES OF ANISOTROPIC CLAY SOILS. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985

The results of a field loading test on soft saturated anisotropic soils are described. The pore pressure tends to concentrate in the edge zones of the embankment's foundation. The relationship between the coefficient of permeability and the rate of the change in the pore pressure is derived. For the covering abstract of the conference see IRRD 287689. (Author/TRRL)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/9061915643
• Corporate Authors:

  AA Balkema

  P.O. Box 1675
  Rotterdam,   Netherlands  BR-3000
• Authors:
  • Dalmatov, B I
  • Gholly, A V
  • Shulyatjev, O A
  • Lisyuk, M B
• Publication Date: 1985

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 855-858
• Serial:
  • Publication of: Balkema (AA)
  • Publisher: AA Balkema

Subject/Index Terms

• TRT Terms: Anisotropy (Physics); Clay soils; Conferences; Deformation; Embankment foundations; Field tests; Load tests; Permeability coefficient; Pore pressure; Soils
• Uncontrolled Terms: Soil deformation
• Old TRIS Terms: Anisotropy
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00466303
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• ISBN: 90 6191 564 3
• Files: ITRD, TRIS
• Created Date: Mar 31 1988 12:00AM