Pile foundation soil values

[aozhan90]

Hello, The ground values of the project I am working on are 0-3 m FILLING 3-9 m ALLUVION Bearing Coefficient=1000t/m3 Bearing Capacity=0.90 kg/cm2 9 m and later CLAY Bearing Coefficient=1500t/m3 Bearing Force=1.65 kg /cm2 I will solve the foundation of the structure as a piled raft. What I want to ask is, for example, what values should I enter into the program for 15 m pile length? Because some of the pile is alluvial, some of it is on clay ground. Also, is there a resource you can recommend for pile reinforcement? Thanks.

 

[Levent Özpak]

Re: PILE FOUNDATION.. Hello,

Hello, The ground values of the project I am working on are 0-3 m FILLING3-9 m ALLUTION Bearing Coefficient=1000t/m3 Bearing Capacity= 0.90 kg/cm29 m and above CLAY Bearing Coefficient=1500t/m3 Bearing Capacity=1.65 kg/cm2I will solve the foundation of the structure as piled raft.I want to ask, for example, what values should I enter in the program for 15 m pile length? because some of it is in clay soil.

You must define the soil layers on which the piles sit in the Settings/Soil Layers dialog. In order to carry all loads to the piles, the soil bearing coefficient can be set to zero in the Analysis Settings dialog. You can get information on how to define the Soil Layers from the link below. ://www.idecadsupport.com/forum/viewtopic.php?f=5&t=3166&p=15354&hilit=kaz%C4%B1k#p15354[/url] Good work

 

[aozhan90]

Thank you for your answer, Mr. Levent. Could you also suggest a resource about reinforcing the piles?