LOSS OF STABILITY OF A FOUNDATION FOLLOWING LATERAL OVERLOAD

NARUSHENIE USTOJCHIVOSTI OSNOVANIYA OT BOKOVOJ PRIGRUZKI

Following the description of the foundations of an industrial building, details are given of the soil and deformations observed after loading, which were not taken into account at the design stage. The extra load was due to a storage area adjoining the building. (TRRL)

• Corporate Authors:

  Consultants Bureau

  227 West 17th Street
  New York, NY  United States  10011
• Authors:
  • Ulichkin, G M
  • Malov, A E
• Publication Date: 1978

Language

• Russian

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 7-8
• Serial:
  • Soil Mechanics & Foundation Engineering
  • Issue Number: 5
  • Publisher: N/A

Subject/Index Terms

• TRT Terms: Deformation; Foundations; Loads; Losses; Mat foundations; Oversize loads; Soil mechanics; Soils; Stability (Mechanics)
• Uncontrolled Terms: Lateral stress; Overloads; Side; Soil deformation
• Old TRIS Terms: Foundation problems
• ITRD Terms: 5595: Deformation; 3377: Foundation; 5567: Load; 3397: Shallow foundation; 9074: Side; 5755: Soil mechanics; 5930: Stability
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00309247
• Record Type: Publication
• Source Agency: Laboratoire Central des Ponts et Chausees (LCPC)
• Files: ITRD, TRIS
• Created Date: Jun 26 1980 12:00AM