A New Solution for the Resistance of Single Piles to Lateral Loading

R Pyke; M Beikae

doi:10.1520/STP36809S

SYMPOSIA PAPER Published: 01 January 1984

STP36809S

A New Solution for the Resistance of Single Piles to Lateral Loading

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A new analytical solution for the resistance of a horizontal slice through a pile to lateral loading is presented. The solution assumes that a pile is surrounded by an infinite elastic medium, but it allows for the tendency of this medium to separate from the back of the pile. Procedures for determining Young's modulus for various soils are given and comparisons of the overall results are made with previously published results.

Author Information

Pyke, R

Telegraph Avenue Geotechnical Associates, Berkeley, Calif.

Beikae, M

Telegraph Avenue Geotechnical Associates, Berkeley, Calif.

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Details

Developed by Committee: D18

Pages: 3–20

DOI: 10.1520/STP36809S

ISBN-EB: 978-0-8031-4901-4

ISBN-13: 978-0-8031-0207-1

A New Solution for the Resistance of Single Piles to Lateral Loading

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