20.9 Lateral Deflection of Single Piles Example

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[@hattywest7362]

Hi, Do you have a source for the table for the L/D to Kr values? I can't seem to find that anywhere on the internet. Thanks x

[@johnneil1313]

Yeah i dont know who is the author of his reference. what i know is lateral capacity by book of tomlinson

[@johnneil1313]

dahapproject3 may you please specify what is your reference on this. thanks. its kinda hard to just believe without any references. many thanks if you will reply on this.

[@vincenzoottaviano722]

why kp = 4.204?

[@aslank8276]

must be miscalculating