lateral resistance of piles/caissons
lateral resistance of piles/caissons
(OP)
There is an existing caisson/pile with a diameter of 0.95 m and length of 5 m. The ground profile is 2.7 m granular fill (SPT = 5-16) followed by dense silty sand. There are moderate horizon and overturning moments on the pile.
I want to find the lateral pressure profile along the pile. It would be appreciated if an engineering practice reference/textbook is introduced to me to do this apparently simple lateral pressure distribution profile. Thank you.
I want to find the lateral pressure profile along the pile. It would be appreciated if an engineering practice reference/textbook is introduced to me to do this apparently simple lateral pressure distribution profile. Thank you.





RE: lateral resistance of piles/caissons
Mike Lambert
RE: lateral resistance of piles/caissons
RE: lateral resistance of piles/caissons
http://library.ctr.utexas.edu/digitized/TexasArchi...
http://www.arhivzatehnickenauke.com/files/arhiv11/...
http://www.vickars.com/screwpile_manual/PDF_Files/...
https://www.google.com/url?sa=t&rct=j&q=&a...
https://www.google.com/url?sa=t&rct=j&q=&a...