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Showing 1 to 5 of 5 for “"laterally loaded pile groups"”.

  1. Design methods for deep foundations

    … of a simplified procedure for analyzing laterally loaded piles and drilled shafts. A computer program that can be used to estimate deflections and maximum bending moments in single fixed-head piles (or drilled shafts) and in groups of fixed-head piles (or drilled shafts) was developed. …

    vt Repository record for Design methods for deep foundations (opens in a new tab)

  2. Analysis of shallow and deep foundations using soil-structure interaction techniques

    … presented which enable the performance of both piled and plain raft foundations to be predicted. Throughout the work the substructure is modelled using a beam-column idealization. This allows the superstructure configuration to be readily incorporated into the model enabling the soil-structure …

    southwales Repository record for Analysis of shallow and deep foundations using soil-structure interaction techniques (opens in a new tab)

  3. Investigation of the Resistance of Pile Caps to Lateral Loading

    … deep foundations. These foundations consist of groups of piles coupled together by concrete pile caps. These pile caps, which are often massive and deeply buried, would be expected to provide significant resistance to lateral loads. However, practical procedures for computing the resistance of …

    vt Repository record for Investigation of the Resistance of Pile Caps to Lateral Loading (opens in a new tab)

  4. Full Scale Static Lateral Load Test of a 9 Pile Group in Sand

    … has been done to study the effects of spacing in laterally loaded pile groups and how the pile spacing affects lateral resistance of the piles. In this test a 9-pile group of steel piles was installed in a 3x3 configuration in sand. The piles were spaced from center-to-center at a distance of 5.65 …

    byu Repository record for Full Scale Static Lateral Load Test of a 9 Pile Group in Sand (opens in a new tab)

  5. Full-Scale Lateral-Load Tests of a 3x5 Pile Group in Soft Clays and Silts

    … load tests were conducted on a group of fifteen piles arranged in a 3x5 pattern. The piles were placed at a center-to-center spacing of 3.92 pile diameters. A single isolated pile was also tested for comparison to the group response. The subsurface profile consisted of cohesive layers of soft to …

    byu Repository record for Full-Scale Lateral-Load Tests of a 3x5 Pile Group in Soft Clays and Silts (opens in a new tab)