VERTICALLY LOADED SINGLE PILES IN GIBSON SOIL

@article{Guo2000VERTICALLYLS,
  title={VERTICALLY LOADED SINGLE PILES IN GIBSON SOIL},
  author={W. Guo},
  journal={Journal of Geotechnical and Geoenvironmental Engineering},
  year={2000},
  volume={126},
  pages={189-193}
}
  • W. Guo
  • Published 2000
  • Engineering
  • Journal of Geotechnical and Geoenvironmental Engineering
The available closed-form solutions for vertically loaded piles have been, strictly speaking, limited to homogeneous soil, or nonhomogeneous soil with the shear modulus as a power of depth. The latter solutions —based on a zero shear modulus at ground surface—are generally sufficiently accurate for normally consolidated soil. For overconsolidated soil, however, there is generally a nonzero shear modulus at the surface, which may affect pile response. In this note, rigorous closed-form solutions… Expand
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References

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SUMMARY Analytical methods for the axial responses of piles can be classified under three broad categories of (1) simple but approximate analytical solutions, (2) one-dimensional numericalExpand
Analysis of Deformation of Vertically Loaded Piles
An approximate closed-form solution has been obtained to the problem of a vertically loaded pile in a linear elastic soil. This solution has been derived by uncoupling the load-transfer for the pileExpand
APPROXIMATE ELASTIC-PLASTIC SOLUTION FOR AXIALLY LOADED PILES. TECHNICAL NOTE
In this technical note, the author describes an approximate elastic perfectly plastic solution in a closed form for axially loaded single piles under design loads. The method is based on the t-zExpand
RATIONALITY OF LOAD TRANSFER APPROACH FOR PILE ANALYSIS
Abstract New closed form solutions accounting for non-homogeneous, elastic plastic or visco-elastic soil properties have been established for a single pile subjected to vertical loading, and forExpand
Analytical and numerical solutions for pile foundations
This research has investigated the performance of piles in non-homogeneous elasticplastic media subject to vertical or torsional loading, the time-dependent response of a vertically loaded pile dueExpand
An efficient approach for settlement prediction of pile groups
The paper presents exact closed form solutions for estimating the settlement of single and group piles in non-homogeneous soil, using a load transfer approach derived from elastic continuum theory.Expand
Response of an axially loaded elastic pile in a Gibson soil
An elastic analysis is presented to study the working load response of an axially loaded single elastic pile embedded in a linearly non-homogeneous incompressible elastic (Gibson) soil. The solutionExpand
Load Transfer for Axially Loaded Piles in Clay
An analytical method for developing a theoretical load-settlement curve for axially loaded piles in clay is presented. The method is based on the correlation of the ratio of load transfer to soilExpand
Axial and lateral response of pile groups embedded in nonhomogeneous soils
A numerical method of analysis based on elasticity theory is presented for the analysis of axially and laterally loaded pile groups embedded in nonhomogeneous soils. The problem is decomposed intoExpand
THEORETICAL T-Z CURVES
Most procedures to compute the t-z (stress-displacement) response for axial pile loading are empirical, based mostly on data for pile diameters less than 18 in. (0.15 m) and pile penetrations lessExpand
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