Article | REF: C248 V2

Deep foundations

Authors: Roger FRANK, Fahd CUIRA, Sébastien BURLON

Publication date: December 10, 2019

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10. Appendix 2: Form for calculating piles under transverse load

10.1 Sign conventions. General solution

The sign conventions are shown in figure 27 .

The soil, homogeneous and linear, is characterized by a reaction modulus E s . The pile, with Young's modulus E p , moment of inertia I p , has, in this soil, a transfer length :

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Appendix 2: Form for calculating piles under transverse load
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