Calculate axial capacity of bored (drilled shaft) piles using unit skin friction and tip resistance for cohesive and granular soils per FHWA Design Manual.
2D stress state at a point. All stresses in MPa.
Calculate axial capacity of bored (drilled shaft) piles using unit skin friction and tip resistance for cohesive and granular soils per FHWA Design Manual
Each component has a specific meaning:
Note: Interpret the bored pile capacity result against the clinical thresholds and context described above.
Enter the unit skin friction, tip resistance for the patient or scenario you are assessing. Calculate axial capacity of bored (drilled shaft) piles using unit skin friction and tip resistance for cohesive and granular soils per FHWA Design Manual. Use the bored pile capacity result to inform your clinical assessment.