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irishengdave
Structural
Hi There,
I am researching how to determine the axial capacity of open ended tubular piles in primarily cohesive material. The methods I have read about say you should check the plugged and unplugged conditions.
1. The plugged capacity = Outer skin resistance + Base resistance of a closed ended pile - weight of soil plug.
In order to calculate the weight of the soil plug I have to determine its length. How do I do this?
2. The unplugged or 'cored' capacity = the outer + inner skin resistance + the base resistance of the annulus of the steel pile.
Question is do you need to check the soil stress at the bottom of the internal soil column to ensure the soils compressive capacity at the pile tip is not exceeded.
I cannot find and good design exapmples online but am trying to get my hands on a couple of technical papers such as the API method, ICP method and NGI methods that A-pile software uses to do the calculation.
Any guidance or clues appreciated!
I am researching how to determine the axial capacity of open ended tubular piles in primarily cohesive material. The methods I have read about say you should check the plugged and unplugged conditions.
1. The plugged capacity = Outer skin resistance + Base resistance of a closed ended pile - weight of soil plug.
In order to calculate the weight of the soil plug I have to determine its length. How do I do this?
2. The unplugged or 'cored' capacity = the outer + inner skin resistance + the base resistance of the annulus of the steel pile.
Question is do you need to check the soil stress at the bottom of the internal soil column to ensure the soils compressive capacity at the pile tip is not exceeded.
I cannot find and good design exapmples online but am trying to get my hands on a couple of technical papers such as the API method, ICP method and NGI methods that A-pile software uses to do the calculation.
Any guidance or clues appreciated!