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Showing 1 to 20 of 285 for “"Piles"”.

  1. The behavior of laterally loaded single piles and group piles in sand

    … response of laterally loaded single and group piles in sand. A single surface, isotropic hardening constitutive model with nonassociative flow rule is used to model the behavior of sand. The purpose of the study is to gain a better understanding of the soil and pile behavior of laterally loaded …

    uiuc Repository record for The behavior of laterally loaded single piles and group piles in sand (opens in a new tab)

  2. Effects of piles on tunnels

    cambridge

  3. Probabilistic analysis of laterally loaded piles

    Includes bibliographical references (pages 66-74).

    colo-mines Repository record for Probabilistic analysis of laterally loaded piles (opens in a new tab)

  4. Behavior of Batter Piles in Sand

    … p-multiplier method proposed for the vertical piles. Average values of the p-multipliers appropriate for the small batter pile groups in sand were suggested. Investigations of various pile-to-pile cap connections for the prestressed concrete piles using full-scale static experimental results …

    uiuc Repository record for Behavior of Batter Piles in Sand (opens in a new tab)

  5. Theoretical study of the performance of piles.

    … has been assumed that the soil surrounding the piles may be characterised by suitably chosen elastic constants. This assumption has enabled simple models of the behaviour of single piles under the action of vertical and horizontal loads, to be established; the models have led to more efficient …

    cambridge Repository record for Theoretical study of the performance of piles. (opens in a new tab)

  6. Tunnelling Effects on Bored Piles in Clay

    … the past, concentrated on tunnelling adjacent to piles and the effect on pile bending. Where work has been undertaken for tunnelling directly beneath piles, this has been directed at driven piles. As pile driving is less desirable in urban areas, owing to noise and vibrations, bored piling is …

    cambridge Repository record for Tunnelling Effects on Bored Piles in Clay (opens in a new tab)

  7. Piles in Sand and in Sand Overlying Clay

    … of single 60mm and 114mm segmented tubular steel piles driven and placed into loose sand and loose sand overlying clay. The soil was placed and instrumented under controlled conditions in a 3.0m diameter by 3.0m deep concrete tank. The 60mm pile was dynamically driven using a pneumatically …

    southwales Repository record for Piles in Sand and in Sand Overlying Clay (opens in a new tab)

  8. Investigating the performance of continuous helical displacement piles

    … auger, in a similar fashion to European screw piles and as such, it has performance characteristics of both displacement and non-displacement piles Based on field experience, it is known that the load capacity performance of the CHD pile significantly exceeds the current design predictions, …

    dundee Repository record for Investigating the performance of continuous helical displacement piles (opens in a new tab)

  9. Uplift capacity of helical piles in thawing permafrost

    … temperatures on the axial capacity of helical piles embedded in silty permafrost soils. The overall of goals of this thesis are (1) characterization of the impact of different environmental and loading conditions on the axial capacity of helical piles and (2) development of meaningful …

    uiuc Repository record for Uplift capacity of helical piles in thawing permafrost (opens in a new tab)

  10. Non-linear consolidation around driven piles in clays

    Thesis (Sc.D.)--Massachusetts Institute of Technology, Dept. of Civil Engineering, 1982.

    mit Repository record for Non-linear consolidation around driven piles in clays (opens in a new tab)

  11. Closed form solution of the wave equation for piles

    … the one-dimensional wave equation as applied to piles used in the support of structures for civil works and driven using impact equipment. Since the 1950's, numerical methods, both finite difference and finite element, have been used extensively for the analysis of piles during driving and are …

    utc Repository record for Closed form solution of the wave equation for piles (opens in a new tab)

  12. Spiral Welded Pipe Piles For Structures In Southeastern Louisiana

    … to. Historically, USACE has used concrete piles or steel H-piles as the foundations for these structures. Because of the magnitude of obtaining 100-year level hurricane protection, limited resources, and a condensed timeline, spiral welded pipe piles can be manufactured as an alternative to …

    uno Repository record for Spiral Welded Pipe Piles For Structures In Southeastern Louisiana (opens in a new tab)

  13. Screw piles as offshore foundations : Numerical and physical modelling

    … foundation solutions. In this thesis, screw piles (helical piles) have been proposed as a potential innovative alternative foundation for offshore wind turbines in deeper water. This type of pile has been used widely as foundation and anchor for onshore projects due to their ability to …

    dundee Repository record for Screw piles as offshore foundations : Numerical and physical modelling (opens in a new tab)

  14. Bearing Capacity of Friction Piles in Deep Soft Clays

    Made available in DSpace on 2014-12-05T17:36:47Z (GMT). No. of bitstreams: 1 0005966.pdf: 6943134 bytes, checksum: 2b7587cb3b93b8e5eda97d5c1ddc70dd (MD5) Previous issue date: 1953

    uiuc Repository record for Bearing Capacity of Friction Piles in Deep Soft Clays (opens in a new tab)

  15. Analysis of consolidation around driven piles in overconsolidated clay

    … for understanding and predicting the behavior of piles driven in highly overconsolidated clays (OCR24). The skin friction mobilized during pile loading to failure depends on the sequence of preceding events, i.e. pile installation and soil consolidation. This research utilizes the Strain Path …

    mit Repository record for Analysis of consolidation around driven piles in overconsolidated clay (opens in a new tab)

  16. Design verification of a diaphragm wall with steel piles

    … verify the design of a diaphragm wall with steel piles. The original design was based on analysis performed on a soil-structure interaction program using soil parameters calibrated in a previous study. Original and "as-built" design models were compared to measured results of the constructed …

    vt Repository record for Design verification of a diaphragm wall with steel piles (opens in a new tab)

  17. Influence of heave reducing piles on ground movements around excavations

    The research concerns the influence of piles, installed beneath deep excavations, as a means of reducing movements in the surrounding ground. The work focussed on the use of piles installed as a part of top down basement construction, a technique used in conjunction with deep excavations in urban …

    city-london Repository record for Influence of heave reducing piles on ground movements around excavations (opens in a new tab)

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