|
Author:
Simon Naveau
|
2002-02-22 |
|
| |
|
|
| |
I have to analyze the behaviour of piles under tension loads (settlements...).
For the skin friction I have to consider, may I use the same parameters as for the compression loads, or does the fenomenon change so that I have to use coefficients or a completely different model?
Thank you in advance,
SImon
|
|
| |
|
|
Return
to subject 'Piling'
|
Follow-ups:
|
Subject:
tension pile 