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Showing 1 to 20 of 35 for “"Laterally loaded"”.

  1. Laterally Loaded Pile Cap Connections

    There is presently considerable uncertainty regarding appropriate connection details between driven piles and pile caps. Prior research on the subject suggests that given a proper embedment length, a specialized reinforced connection may not be necessary. Eliminating these costly connection details …

    byu Repository record for Laterally Loaded Pile Cap Connections (opens in a new tab)

  2. 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)

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

    … model, is used to investigate the 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 …

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

  4. Laterally loaded model piles in sand: centrifuge tests and finite element analyses

    cambridge

  5. Thermally-induced ratcheting behaviour of laterally-loaded reinforced concrete energy piles in sand

    … on any thermally-induced ratcheting for the laterally-loaded reinforced concrete pile. Because of the lack of data concerning the thermomechanical behaviour of the laterally-loaded reinforced concrete (RC) piles, any numerical modelling method for this kind of problem cannot be …

    dundee Repository record for Thermally-induced ratcheting behaviour of laterally-loaded reinforced concrete energy piles in sand (opens in a new tab)

  6. Three-dimensional non-linear finite element analysis of laterally loaded piles in clay

    Behavior of laterally loaded single piles and pile groups in fine grained soils are investigated using a non-linear finite element methodology. The purpose is to gather behavioral information that would help improve our knowledge of pile behavior and enhance the applicability of some existing …

    uiuc Repository record for Three-dimensional non-linear finite element analysis of laterally loaded piles in clay (opens in a new tab)

  7. An Investigation and Comparison of Accepted Design Methodologies for the Analysis of Laterally Loaded Foundations

    … lateral forces. In the analysis and design of laterally loaded piles, two criterions usually govern. First, the deflection at the working load should not be so excessive as to impair the proper function of the supporting member. Second, the ultimate strength of the pile should be high enough to …

    uno Repository record for An Investigation and Comparison of Accepted Design Methodologies for the Analysis of Laterally Loaded Foundations (opens in a new tab)

  8. Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall

    Current practice for designing laterally loaded columns that pass through an MSE Wall involves isolating the column from the MSE mass and anchoring the column into rock with a rock socket. A sizeable cost and time savings could be realized, while still maintaining reliability, if a method were …

    ku Repository record for Behavior of Laterally Loaded Shafts Constructed Behind the Face of a Mechanically Stabilized Earth Block Wall (opens in a new tab)

  9. Reliability analysis of non-linear (p-y) laterally loaded piles embedded in stiff clay below water table

    Laterally loaded piles are used in some of the very important structures. Therefore, the economical design of such piling is necessary, in which a proper balance among initial cost, risk of failure, and consequences of

    windsor Repository record for Reliability analysis of non-linear (p-y) laterally loaded piles embedded in stiff clay below water table (opens in a new tab)

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

    … and soil moduli for a range of axially and laterally loaded pile-soil configurations. The results are verified by comparison with more rigorous solutions and the measured performance of single piles.<br/><br/>The work is extended to consider the interaction of axially and laterally loaded

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

  11. Larguras efetivas de lajes sem vigamento em prédios lateralmente carregados

    … aims to present values for effective widths of laterally loaded flat plates floors using the finite element method. Works developed by other researchers are also presented. The results are compared and consequent conclusions are formulated.

    brazil-uerj Repository record for Larguras efetivas de lajes sem vigamento em prédios lateralmente carregados (opens in a new tab)

  12. 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)

  13. Analyis [sic] and design of drilled shafts in rock

    … develops (1) a new design method for axially loaded rock-socketed shafts; (b) new design methods for laterally loaded rock-socketed shafts; and (c) a method for assessing the three dimensional (30) geometric characteristics of discontinuities. The new design method for axially loaded

    mit Repository record for Analyis [sic] and design of drilled shafts in rock (opens in a new tab)

  14. An Experimental Investigation of Structural Composite Lumber Loaded by a Dowel in Perpendicular to Grain Orientation at Yield and Capacity

    … comprised of an experimental analysis of beams loaded perpendicular to grain at midspan by a bolted double-shear laterally-loaded connection. Connection specimens were loaded monotonically until capacity was reached. Variables of consideration included the loaded edge distance of the connection …

    vt Repository record for An Experimental Investigation of Structural Composite Lumber Loaded by a Dowel in Perpendicular to Grain Orientation at Yield and Capacity (opens in a new tab)

  15. Análise de esforços em estruturas aporticadas com fundações em estacas

    … the condition of horizontal loading. Theories on laterally loaded piles are discussed and an application of the stiffness method to the analysis of plane frames by means of digital computers is shown. ln the last Chapter a few practical examples are solved, and graphs for the determination of the …

    brazil-uerj Repository record for Análise de esforços em estruturas aporticadas com fundações em estacas (opens in a new tab)

  16. Single shear vs. double shear for nails in lateral loading

    … develop a basis for structural design data for laterally loaded nails in double shear applicable whenever deformation is a governing factor, such as in joints of trussed rafters. The test loads at or near proportional limit show that low-carbon-steel plain-shank and helically threaded Screwtite …

    vt Repository record for Single shear vs. double shear for nails in lateral loading (opens in a new tab)

  17. EFFECTIVE STRESS RANDOM FINITE ELEMENT ANALYSIS OF CEMENT-TREATED CLAY GROUND

    … in random finite element analysis of axially loaded cement-treated single column, laterally loaded cement-treated layer and tunnel with improved surround. With the results from random finite element analysis, probability-based design guidelines are provided for each case.

    nus Repository record for EFFECTIVE STRESS RANDOM FINITE ELEMENT ANALYSIS OF CEMENT-TREATED CLAY GROUND (opens in a new tab)

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

    … the current state of practice in the area of laterally loaded pile groups. A method called the "group-equivalent pile" approach (abbreviated GEP) was developed for creating analytical models of pile groups and pile caps that are compatible with established approaches for analyzing single …

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

  19. Width-dependent characteristics of pile/soil system subjected to lateral force.

    … for both sandy and clayey soils surrounding laterally loaded short piles. The initial value of modulus of subgrade reaction determined is based on Terzaghi, Bowles' and Vesic's method. The difference in lateral displacement of models from laboratory tests and that from numerical analysis are …

    windsor Repository record for Width-dependent characteristics of pile/soil system subjected to lateral force. (opens in a new tab)

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