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Pile Foundation Response to Lateral Ground Movement
In some instances, pile foundations are subjected to lateral loading caused by lateral movement of the surrounding soil. This paper describes an analytical method for evaluating pile foundation response to lateral ground movement. A model using beam on linear and nonlinear elastic foundations has been analyzed using the finite difference method. Dimensionless plots are developed to evaluate pile behavior for different soil and geometric conditions. These plots can be used for estimating pile displacements and moments caused by lateral soil movement. Failure mechanisms are examined, and are related to relative soil-pile stiffness and soil yielding. A design example has been presented to demonstrate the use of dimensionless plots and to illustrate failure mechanisms.
Pile Foundation Response to Lateral Ground Movement
In some instances, pile foundations are subjected to lateral loading caused by lateral movement of the surrounding soil. This paper describes an analytical method for evaluating pile foundation response to lateral ground movement. A model using beam on linear and nonlinear elastic foundations has been analyzed using the finite difference method. Dimensionless plots are developed to evaluate pile behavior for different soil and geometric conditions. These plots can be used for estimating pile displacements and moments caused by lateral soil movement. Failure mechanisms are examined, and are related to relative soil-pile stiffness and soil yielding. A design example has been presented to demonstrate the use of dimensionless plots and to illustrate failure mechanisms.
Pile Foundation Response to Lateral Ground Movement
Chaudhuri, Debanik (Autor:in)
Geo-Frontiers Congress 2005 ; 2005 ; Austin, Texas, United States
Advances in Deep Foundations ; 1-15
09.10.2005
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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