Article | REF: C248 V3

Deep foundations

Authors: Roger FRANK, Fahd CUIRA, Sébastien BURLON

Publication date: December 10, 2019 | Lire en français

You do not have access to this resource.
Click here to request your free trial access!

Already subscribed? Log in!

Automatically translated using artificial intelligence technology (Note that only the original version is binding) > find out more.

    A  |  A

    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 :

    I0=4EpIpEs4

    ...

    You do not have access to this resource.

    Exclusive to subscribers. 97% yet to be discovered!

    You do not have access to this resource.
    Click here to request your free trial access!

    Already subscribed? Log in!


    The Ultimate Scientific and Technical Reference

    A Comprehensive Knowledge Base, with over 1,200 authors and 100 scientific advisors
    + More than 10,000 articles and 1,000 how-to sheets, over 800 new or updated articles every year
    From design to prototyping, right through to industrialization, the reference for securing the development of your industrial projects

    This article is included in

    Soil mechanics and geotechnics

    This offer includes:

    Knowledge Base

    Updated and enriched with articles validated by our scientific committees

    Services

    A set of exclusive tools to complement the resources

    Practical Path

    Operational and didactic, to guarantee the acquisition of transversal skills

    Doc & Quiz

    Interactive articles with quizzes, for constructive reading

    Subscribe now!

    Ongoing reading
    Appendix 2: Form for calculating piles under transverse load
    Outline