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Showing 1 to 4 of 4 for “"Spread footings"”.

  1. Vertical Displacements of Spread Footings on Clay: Static and Impulsive Loadings

    Made available in DSpace on 2015-05-12T21:40:30Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 6406032.PDF: 6584774 bytes, checksum: 6bc5cb67a9c22102757b0a8eb5ecd084 (MD5) Previous issue date: 1963

    uiuc Repository record for Vertical Displacements of Spread Footings on Clay: Static and Impulsive Loadings (opens in a new tab)

  2. The effects foundation options have on the design of load-bearing tilt-up concrete wall panels

    … height are designed on three foundation systems: spread footings, continuous footings, and drilled piers. These two wall heights are typical for single-story or two-story structures and industrial warehouse projects. Spread footings and continuous footings are shallow foundation systems and …

    ksu Repository record for The effects foundation options have on the design of load-bearing tilt-up concrete wall panels (opens in a new tab)

  3. IMPACT OF SOIL-STRUCTURE INTERACTION ON SEISMIC BEHAVIOUR OF INTEGRAL ABUTMENT BRIDGES

    … abutment bridges (IAB) (i.e., the deckabutments- footings) has increased the interaction of the bridge with the backfill and foundation soils. Therefore, the bridge deforms more of the backfill and foundation soil. This mechanism results in increased stresses induced on the bridge due to the …

    cambridge Repository record for IMPACT OF SOIL-STRUCTURE INTERACTION ON SEISMIC BEHAVIOUR OF INTEGRAL ABUTMENT BRIDGES (opens in a new tab)

  4. Creep behaviour of shallow foundations on sand and its implication to soil–structure interaction

    … prediction methods, the creep settlement of footings on sand is either ignored or accounted for using an arbitrary empirical multiplier, which has been identified as one of the major reasons for the poor predictability of these methods. The objectives of this study are to establish a method …

    unsw Repository record for Creep behaviour of shallow foundations on sand and its implication to soil–structure interaction (opens in a new tab)