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Showing 1 to 8 of 8 for “"p-y curves"”.

  1. Statnamic Lateral Load Testing and Analysis of a Drilled Shaft in Liquefied Sand

    … explosive charges. An attempt to develop p-y curves from strain data along the pile was made. Due to low quality and lack of strain data, p-y curves along the test shaft could not be reliably determined. Therefore, the statnamic load tests were analyzed using a ten degree-of-freedom model of …

    byu Repository record for Statnamic Lateral Load Testing and Analysis of a Drilled Shaft in Liquefied Sand (opens in a new tab)

  2. Cyclic behaviour of monopile foundations for offshore wind turbines in clay

    … is done via usage of the well established p-y curves. However, there are issues with the usage of the p-y curves. Firstly, the curves may be unsuitable to model the monopile’s behaviour as it is expected to behave similarly to a rigid pile rather than flexibly. Secondly, the curves may not …

    cambridge Repository record for Cyclic behaviour of monopile foundations for offshore wind turbines in clay (opens in a new tab)

  3. Seismic Response of Pile Foundations in Soft Clays and Layered Soils

    … measured pile bending moments to establish p-y curves and compared with the corresponding curves recommended by design standards. The drawbacks of adopting p-y curves developed for monotonic or cyclic loading to dynamic loading conditions were highlighted through this comparison. The influence …

    cambridge Repository record for Seismic Response of Pile Foundations in Soft Clays and Layered Soils (opens in a new tab)

  4. Interação solo-estaca de plataformas offshore

    … loaded piles. The API Code through the "P-Y" curves, defines the stress-strain soil characteristics for laterally loaded piles. Although, the stress-strain relationship for axial behaviour is not well defined by the Codes, a set of curves called the "T-Z" curves, are used in the Analysis of …

    brazil-uerj Repository record for Interação solo-estaca de plataformas offshore (opens in a new tab)

  5. Use of thermo-active piling for slope stabilisation

    … an analytical model for defining p-y curves in the case of a heated square thermo-active pile belonging to a row of stabilising piles embedded in unsaturated soils was developed. The model was obtained by coupling the p-y Duncan and Evans (1982) model for c-φ soils with that describing …

    dundee Repository record for Use of thermo-active piling for slope stabilisation (opens in a new tab)

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

    … for calculating pile cap resistance-deflection curves (p-y curves) was developed during this study, and has been programmed in the spreadsheet called PYCAP. A practical, rational, and systematic procedure was developed for assessing and quantifying the lateral resistance that pile caps provide …

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

  7. Response of Pile-Supported T-Walls to Fill Loading and Flood Loading Based on Physical Model Studies and Numerical Analyses

    … pile response is analyzed using traditional p-y curves and a beam on elastic foundation formulation. This procedure shows good agreement with the numerical model results for a range of conditions. To demonstrate the application of the procedure, the same example problem that is analyzed …

    vt Repository record for Response of Pile-Supported T-Walls to Fill Loading and Flood Loading Based on Physical Model Studies and Numerical Analyses (opens in a new tab)

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

    <p>A series of static lateral 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 …

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