ISKRIT / Site investigation & geotechnics / Pile from soil tables
Site investigation & geotechnics
Pile bearing capacity from soil data: driven and bored piles
From a soil profile the tool computes the bearing capacity of driven and bored piles by the practical method, dividing the shaft into 2 m layers.
Data current as of 2026-08-24
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Free, no sign-up · interface in Russian
Standards
SP 24.13330, tables 7.2, 7.3, and 7.8.
Input
Soil profile, pile type and dimensions, embedment depth.
Output
Fd, with end bearing and shaft resistance contributions per layer.
What it does
- Driven and bored piles
- Shaft divided into 2 m layers
- End bearing and shaft resistance from code tables
- Design bearing capacity Fd
The tool and the platform
The tool
Fully open
- Design capacity with the base and shaft contributions layer by layer
- Load the borehole log from Excel, export the schedule to XLSX
- Calculations are stored on the server and reopen next time, company letterhead with signatures
- Works instantly, no sign-up required
ISKRIT·Geo demo
By agreement
The work of a whole department: roles, history and modules linked together.
- The calculation takes the layers from the borehole log of the site
- Capacity schedule for every pile on the site
- Comparison with static pile load tests
Questions
Which pile types?
Driven piles per tables 7.2 and 7.3, bored piles per table 7.8.
How is the shaft divided?
Into 2 m segments, with resistance taken at the mid-depth of each segment.
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