INFLUENCE OF PARTICLE BREAKAGE ON THE DEFORMATION AND STRENGTH PROPERTIES OF CALCAREOUS SANDS

The influence of particle breakage on the deformation and strength properties of calcareous sands is studied by using artifical calcareous sands and triaxial testing. The results show that the degree of the particle breakage is closed related to the plastic work input. The particle breakage reduced the shear expansion and peak strength and increased the volume contraction strain of the calcareous sands.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/10004548
• Corporate Authors:

  EDITORIAL OFFICE OF CHINESE JOURNAL OF GEOTECHINCAL ENGINEERING

  34 HUJUGUAN
  NANJING, JIANGSU  China  210024

  EDITORIAL OFFICE OF CHINESE JOURNAL OF GEOTECHINCAL ENGINEERING

  34 HUJUGUAN
  NANJING, JIANGSU  China  210024
• Authors:
  • JINGPING, W U
  • Yao, Chu
  • ZHIGANG, LOU
• Publication Date: 1997-9-30

Language

• Chinese

Media Info

• Features: References;
• Pagination: p. 49-55
• Serial:
  • CHINESE JOURNAL OF GEOTECHNICAL ENGINEERING
  • Volume: 19
  • Issue Number: 5
  • Publisher: EDITORIAL OFFICE OF CHINESE JOURNAL OF GEOTECHINCAL ENGINEERING
  • ISSN: 1000-4548

Subject/Index Terms

• TRT Terms: Deformation; Expansion; Fracture mechanics; Particles; Plasticity; Sand; Shear strength; Strength of materials; Tests; Triaxial shear tests
• Uncontrolled Terms: Breaking up
• ITRD Terms: 3604: Breaking up; 5595: Deformation; 6720: Expansion; 4511: Particle; 5922: Plasticity; 4105: Sand; 5531: Shear; 5544: Strength (mater); 6255: Test; 5566: Triaxial
• Subject Areas: Geotechnology; Materials;

Filing Info

• Accession Number: 00747202
• Record Type: Publication
• Source Agency: Transport Research Centre (CDV)
• Files: ITRD
• Created Date: Apr 28 1998 12:00AM