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Tubular Piles – Buckling Design in a Complex Situation

✍ Scribed by Anton Hübner

Book ID
101701730
Publisher
John Wiley and Sons
Year
2008
Tongue
German
Weight
39 KB
Volume
85
Category
Article
ISSN
0932-8351

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Bending–buckling interaction as a failur
Bending–buckling interaction as a failure mechanism of piles in liquefiable soils
✍ Suresh R. Dash; Subhamoy Bhattacharya; Anthony Blakeborough 📂 Article 📅 2010 🏛 Elsevier Science 🌐 English ⚖ 738 KB

This paper investigates the importance of bending-buckling interaction in seismic design of piles in liquefiable soils using numerical techniques. A pseudo-static analysis has been performed using a well documented case history, where the pile-soil interaction is modelled as a beam on nonlinear wink