Design of pile foundations in liquefiable soils


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Influence of seismic motions on behavior of piles in liquefied soils

Inertial and kinematic loading.

Numerical simulation of liquefaction susceptibility of soil interacting by single pile

Pile behaviour under earthquake loading. Analysis of laterally loaded piles under static conditions. Analysis of laterally loaded piles under earthquake loading. Kinematic response in level ground. Kinematic loading in laterally spreading soil. Inertial response. Limit equilibrium analysis of piles subjected to earthquake loading. Provisions in Eurocode 8. Summary -- 3.


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Accounting for axial loading in level ground. Liquefaction as a foundation hazard. Influence of axial loading on pile failure. Axial load transfer due to liquefaction. Pile settlement.

Stuart Haigh (Author of Design Of Pile Foundations In Liquefiable Soils)

Guidelines for designing against bearing failure. Instability of single piles and pile groups. Bearing vs.

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Summary -- 4. Inertial and Kinematic Loading. Accounting for Axial Loading in Level Ground.


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Lateral Spreading of Sloping Ground. Design Examples. Performance of Pile Foundations. It has also been used in an NSF-funded project of seismic hazard assessment and mitigation of liquefaction in port waterfront structures.

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Design of pile foundations in liquefiable soils Design of pile foundations in liquefiable soils
Design of pile foundations in liquefiable soils Design of pile foundations in liquefiable soils
Design of pile foundations in liquefiable soils Design of pile foundations in liquefiable soils
Design of pile foundations in liquefiable soils Design of pile foundations in liquefiable soils
Design of pile foundations in liquefiable soils Design of pile foundations in liquefiable soils
Design of pile foundations in liquefiable soils Design of pile foundations in liquefiable soils
Design of pile foundations in liquefiable soils Design of pile foundations in liquefiable soils

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