Laterally loaded rigid piles in cohesionless soil

@article{Guo2008LaterallyLR,
  title={Laterally loaded rigid piles in cohesionless soil},
  author={Wei Dong Guo},
  journal={Canadian Geotechnical Journal},
  year={2008},
  volume={45},
  pages={676-697}
}
  • W. Guo
  • Published 2008
  • Engineering
  • Canadian Geotechnical Journal
In this paper, limiting force profile for laterally loaded rigid piles in sand is differentiated from the on-pile force profile, from which elastic–plastic solutions are established and presented in explicit expressions. Nonlinear responses of the piles are characterized by slip depths mobilized from mudline and the pile-tip. At the states of tip-yield and rotation point yield, expressions for some critical depths are developed, which allow the on-pile force profiles to be constructed. The… Expand
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On limiting force profile, slip depth and response of lateral piles
Abstract A wealth of numerical analyses have been performed for lateral piles using finite difference, boundary element, and finite element methods, etc. Their essence, especially for a free-headExpand
Nonlinear analysis of laterally loaded rigid piles in cohesionless soil
Abstract In this paper, a method is developed for nonlinear analysis of laterally loaded rigid piles in cohesionless soil. The method assumes that both the ultimate soil resistance and the modulus ofExpand
Load transfer approach for laterally loaded piles
A two-parameter model has been proposed previously for predicting the response of laterally loaded single piles in homogenous soil. A disadvantage of the model is that at high Poisson's ratio,Expand
ULTIMATE LATERAL RESISTANCE OF A RIGID PILE IN COHESIONLESS SOIL
LATERAL LOAD TESTS WERE CARRIED OUT ON MODEL PILES DRIVEN IN CONHESIONLESS SOIL. THE PROPOSED METHOD FOR CALCULATING THE ULTIMATE LATERAL RESISTANCE OF RIGID PILES AVOIDS THE USE OF THE COEFFICIENTExpand
LABORATORY MODELING OF LATERALLY-LOADED DRILLED SHAFTS IN CLAY. DISCUSSIONS AND CLOSURE
Two discussions of a paper with the aforementioned title by Mayne, Kulhawy, and Trautmann, published in this journal (Volume 121, Number 12, December 1995), are presented. The authors presentExpand
Ultimate resistance of laterally loaded piles in cohesionless soils
A key element in the design of laterally loaded piles is the determination of the ultimate resistance that can be exerted by the soil against the pile. Several methods have been published forExpand
LATERALLY LOADED PILE DESIGN
A beam-bar finite element formulation of a laterally loaded pile problem is developed. The approach taken utilizes the beam on elastic foundation coefficient of subgrade reaction method. The threeExpand
Lateral capacity of model rigid piles in cohesionless soils.
The analysis and computation of the ultimate lateral capacity of rigid piles is usually based on a simplified soil pressure distribution along the pile length. Actual soil pressure distributions wereExpand
Moment-carrying capacity of short pile foundations in cohesionless soil
Centrifuge and conventional model studies in which short pile foundations were subjected to large overturning moments are reported. The centrifuge tests were carried out on small model piles withExpand
Three-dimensional finite element studies of the moment-carrying capacity of short pier foundations in cohesionless soil
This study is concerned with the moment-carrying capacity of short pier foundations in loose and dense cohesionless soil. The results of non-linear three-dimensional finite element analyses areExpand
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