Geotechnical Engineering Stresses Quiz

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What is the formula to calculate the vertical stress increment under a wheel running with a point load?

∆𝜎 = 𝐼𝑝

In the context of circular footing, what does 'F' stand for in the formula to calculate stress increment?

Factor

For a circular footing, what does 'R' represent in the formula for stress increment?

Radius

If the distance 'X' from the center of a circular area is doubled, how does the stress increment change?

<p>Remains the same</p> Signup and view all the answers

What is the value of the vertical stress increment under a wheel at 4m depth if the factor 'I' is 0.477 and the load applied is 40 kPa?

<p>1.945 kPa</p> Signup and view all the answers

What equation did Boussinesq develop to calculate vertical stress increment in soils due to a point load on the surface?

<p>∆𝜎 = 2𝜋𝑟(1+𝑧)</p> Signup and view all the answers

What is the formula for calculating stresses due to external loading?

<p>∆𝜎 = h*𝛾􏰍􏰆􏰎􏰎</p> Signup and view all the answers

What does 𝐼𝑝 represent in Boussinesq's equation for calculating vertical stress increment in soils due to a point load?

<p>Factor</p> Signup and view all the answers

What is the standard vehicle axel load (P) given for a particular vehicle group in road pavement design?

<p>80 kN</p> Signup and view all the answers

How does the equation for vertical stress increment due to a point load vary with the factor 𝐼𝑝?

<p>Directly proportional to 𝐼𝑝</p> Signup and view all the answers

In the context provided, what is the formula for calculating stresses due to filling?

<p>∆𝜎 = h*𝛾􏰍􏰆􏰎􏰎</p> Signup and view all the answers

Study Notes

W.T.L. at Different Depths

  • Water table level (W.T.L.) is an important concept in soil mechanics, with different formulas applicable at different depths.
  • At a very deep depth: 𝜎􏰄 = 􏰅 𝛾􏰆􏰇􏰈􏰉h􏰆
  • At the ground surface: 𝜎􏰄 = 􏰅 𝛾􏰆􏰒􏰏􏰄h􏰆

Stresses due to Different Factors

  • Stresses due to filling: ∆𝜎􏰍􏰆􏰎􏰎 = h􏰍􏰆􏰎􏰎 ∗ 𝛾􏰍􏰆􏰎􏰎
  • Stresses due to external loading:
    • Stresses due to point load: ∆𝜎 = 􏰖 𝐼𝑝 􏰗􏰘, where 𝐼 is a factor that depends on the load and the distance from the load.
    • Example: a standard vehicle axle with a load of 80 kN and a wheel distance of 1.8 m, which results in a vertical stress increment of 1.945 kPa at a depth of 4 m.
    • Stresses due to circular footing: ∆ 𝜎 􏰍 = 𝑓 􏰛 𝑅𝑥 , 𝑅𝑧 􏰜 ∗ ∆ 𝑞 􏰒 𝑛 𝑒 𝑡, where F is a factor that depends on the radius of the circular area and the distance from the center of the circle.

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