Soil displaced and depth of a pile

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SUMMARY

The discussion focuses on calculating the depth a pile will penetrate into the soil when driven by a hammer, emphasizing the need to consider kinetic energy, soil resistance, and friction forces. It is established that the pile displaces soil with each impact, and the friction between the pile surface and soil is crucial for maintaining the pile's position post-driving. Additionally, buoyancy forces may influence the pile's stability. Civil engineering resources provide essential tables and formulas for determining the necessary driving force based on soil conditions.

PREREQUISITES
  • Understanding of kinetic energy transfer in mechanics
  • Knowledge of soil resistance and friction forces
  • Familiarity with solid mechanics principles
  • Basic concepts in civil engineering related to pile driving
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  • Research "Civil engineering pile driving formulas and tables"
  • Study "Soil mechanics and resistance calculations"
  • Learn about "Frictional forces in soil-pile interaction"
  • Explore "Buoyancy effects on pile stability in saturated soils"
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Civil engineers, geotechnical engineers, and construction professionals involved in pile driving and foundation design will benefit from this discussion.

divrg
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When i hit a pile with a hammer and a certain kinetic energy is transferred to the pile.
How can i calculate how deep it will go in relation to the force applied?
It seems to me that the Earth must have some sort of resistance and that the force applied must overcome the earthreisitance on the bottom of the pile but also the friction forces that is applied to the rest of the area that is in the ground.
I have no idea, but it seems o be something with penetration and solid mechanics.

Thx for all help!
 
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You are correct.
The pile has to displace a certain amount of earth, soil with each hit.
And there are friction forces between the soil and the surface of the pile, which is what when you are finished driving the pile, hold the pile in place.
In addition, in some cases bouyancy forces come into play, which want to push the pile out of the ground.

Cival engineering would have tables of soil conditions and formulas to determine the force to drive a pile and hold it in place.
 

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