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  USA  10011
  • Authors:
    • Ulichkin, G M
    • Malov, A E
  • Publication Date: 1978

Language

  • Russian

Media Info

Subject/Index Terms

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