03-12-2010, 08:54 AM
Dear robertsasmita,
For the case i have to design pile for berthing structure which has free standing length of 20 m but if i design with IS 2911 than its lateral capacity is coming less than 10 KN which is of no use... Even 20 m free standing pile itself is long slander column ... So there must be some way of working out capacity.. and i am sure that from forum can give idea..
Anyone has experience about LPILE please share...
Regards,
jacs
For the case i have to design pile for berthing structure which has free standing length of 20 m but if i design with IS 2911 than its lateral capacity is coming less than 10 KN which is of no use... Even 20 m free standing pile itself is long slander column ... So there must be some way of working out capacity.. and i am sure that from forum can give idea..
Anyone has experience about LPILE please share...
Regards,
jacs