THE ANALYSIS OF BURIED ANCHOR PLATES OF FINITE RIGIDITY

RASCHET ZAGLUBLENNYKH ANKERNYKH PLIT KONECHNOJ ZHESTKOSTI

The method of analysis proposed here takes account of discontinuity of the elastic subgrade. Data are given on the diagrams of the bending moments, pressures of subgrade reaction and relative displacements of the anchorage slabs. (TRRL)

• Corporate Authors:

  Consultants Bureau

  227 West 17th Street
  New York, NY  United States  10011
• Authors:
  • Bosakov, S V
• Publication Date: 1977

Language

• Russian

Media Info

• Features: Figures; References;
• Pagination: p. 23-24
• Serial:
  • Soil Mechanics & Foundation Engineering
  • Issue Number: 6
  • Publisher: N/A

Subject/Index Terms

• TRT Terms: Anchor plates; Anchorages; Bending moments; Calculation; Coefficient of subgrade reaction; Deflection; Deformation; Dislocation (Geology); Elasticity (Mechanics); Engineering moments; Foundations; Pressure; Slabs; Soil mechanics; Stiffness; Structural analysis; Torque
• ITRD Terms: 3420: Anchorage; 6464: Calculation; 5787: Coefficient of subgrade reaction; 5586: Deflection; 5595: Deformation; 5912: Elasticity; 3377: Foundation; 5410: Moment (force); 5412: Pressure; 3491: Slab; 5755: Soil mechanics; 5931: Stiffness
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00309118
• Record Type: Publication
• Source Agency: Laboratoire Central des Ponts et Chausees (LCPC)
• Files: ITRD, TRIS
• Created Date: Jun 9 1980 12:00AM