PARTIAL-DRAINED BEHAVIOUR OF CLAY UNDER CYCLIC LOADING. PROCEEDINGS OF THE SIXTH INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS, 11-15 APRIL 1988, INNSBRUCK, AUSTRIA. VOLUMES 1 - 3

An analytical model with simplicity is presented for evaluating the volumetric change and dissipation of pore pressure during drained cyclic triaxial tests on a highly plastic marine clay. It is suggested from the analytical results that the model proposed should be a clue to predict the deformation, settlement and stability of soft clay under long-term cyclic loading. (Author/TRRL)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/906191809X
• Corporate Authors:

  AA Balkema

  P.O. Box 1675
  Rotterdam,   Netherlands  BR-3000
• Authors:
  • Yasuhara, Kazuya
  • Hirao, Kazutoshi
  • Hyodo, Masayuki
• Publication Date: 1988

Media Info

• Features: References;
• Pagination: p. 659-664
• Serial:
  • Publication of: Balkema (AA)
  • Publisher: AA Balkema

Subject/Index Terms

• TRT Terms: Clay; Conferences; Deformation; Drainage; Forecasting; Ground settlement; Mathematical models; Pore water pressures; Repeated loads; Soft soils; Soil mechanics; Stability (Mechanics); Tests; Triaxial shear tests
• ITRD Terms: 4177: Clay; 5905: Compressibility; 8525: Conference; 5595: Deformation; 2937: Drainage; 132: Forecast; 6473: Mathematical model; 5762: Pore water pressure; 5588: Repetitive loading; 5792: Settlement; 5755: Soil mechanics; 5930: Stability; 6255: Test; 5566: Triaxial
• Subject Areas: Geotechnology; Highways; Hydraulics and Hydrology;

Filing Info

• Accession Number: 00492587
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• ISBN: 90-6191-809-X
• Files: ITRD, TRIS
• Created Date: Mar 31 1990 12:00AM