A THREE-DIMENSIONAL ELASTO-PLASTIC MODEL FOR SANDS. PROCEEDINGS OF THE ELEVENTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, SAN FRANCISCO, 12-16 AUGUST 1985

Experimental and theoretical studies on 3-d yield function have been made. The suggested 3-d yield function is verified by making a comparison between calculated and experimental stress-strain relationship of medium dense Chengde sand under plane strain condition. 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:
  • Jia-Liu, Pu
  • Guang-Xin, Li
  • Yue-Song, Sun
• Publication Date: 1985

Media Info

• Features: Figures; References;
• Pagination: p. 621-624
• Serial:
  • Publication of: Balkema (AA)
  • Publisher: AA Balkema

Subject/Index Terms

• TRT Terms: Conferences; Deformation curve; Elastoplasticity; Mathematical models; Mechanical strain; Sand
• Uncontrolled Terms: Elastic plastic analysis; Plane strain
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00466260
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• ISBN: 90 6191 564 3
• Files: ITRD, TRIS
• Created Date: Mar 31 1988 12:00AM