huangyhg

soldier piles in rock
i am looking on how to design soldier piles in rock. i look at aashto 5.6.2 (1999) figure 5.6.2a, but the units do not match when compared with the active pressure, help
check out our whitepaper library.
being rock if disgregate only amounts to just different properties of the cohesionless soil. then you can use any reference on soldier-piles' or tie-aback walls design.
when the backfill has horizontal surface, there are freely downloadable worksheets for mathcad professional for both the tied and non tied wall that may help you.
yestgerday i downloaded a french reference on-line and have not looked at yet. just in case
flexibilité et dimensionnement
des écrans de soutènement ancrés
...the authors of the french study are
luc delattre*
itpe
chef de la section comportement des sols et des ouvrages géotechniques
division mécanique des sols et des roches et géologie de l’ingénieur
henri josseaume**
division mécanique des sols et des roches et géologie de l’ingénieur
laurent mespoulhe***
assistant technique des tpe
section comportement des sols et des ouvrages géotechniques
division mécanique des sols et des roches et géologie de l’ingénieur
thierry delmer****
itpe
stagiaire
laboratoire central des ponts et chaussées
look the .pdf document in google and see if there is something of interest for you.

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