Bored pile identification

A

aykutkeskin12

New Member
HELLO, I DEFINED SUB-FOUNDATION PILE IN MY ATTACHED PROJECT. PILE DIAMETER 45 LENGTH 8 M FLOOR BEARING COEFFICIENT: 2200 T/M3 FLOOR SAFETY STRESS:0 I GET ERROR WHEN I DEFINE THEM. WHAT CAN I DO? GOOD WORK.
 
Hello, Since you have defined pile, it is recommended to take the bearing coefficient of 0 Define the ground layer settings correctly and analyze again. If you change the pile height and see Check soil layers when analyzing, increase the ground layer height.
 
- Mr. Yasin, what is the criterion in your proposition of 12 meters in length here? - In this project, there is no infill ground under the raft, so I guess it could be solved without piling? For example, by increasing the thickness of the raft ...
 
If the soil consists of a single layer, the Soil layer height is the distance from the 0 level to the lower end of the piles. Heights for one or more layers are calculated as in the picture.
 
Thank you very much Mr. Yasin, but one question remained unanswered - I guess there is no filled ground under the raft in this project, so could it be solved without piling? For example, by increasing the thickness of the raft ... I also wanted to ask: You have found 12 m suitable for 8 m piles. You have a suggestion like 1.5 times as far as I understand.
 
Since the soil safety stress will be solved in the project, 0 has been entered. We cannot comment without knowing the soil safety stress value written in the report. In general, soil stress on the foundation can be reduced by increasing the thickness of the foundation, amplifying or optimizing the loads.
 
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