Maximum Impact Load & Penetration Depth

The focal point of this application is to assess strain due to a falling object such as a piece of construction equipment, material or vehicle falls over an operating pipeline.
Some of the limitations of this calculation are as follows: drop height, maximum load at the soil surface, type of soil, etc. to determine the penetration depth.
Maximum Impact Load:
PTLB Design & Stress Analysis_2.9 Intro Image.png
Where:
πΏπ‘šπ‘Žπ‘₯Β βˆ’ Maximum Load at Soil Surface(lbs)
π‘ŠΒ βˆ’ Weight of Falling Object(lbs)
π»π‘“Β βˆ’ Drop Height(in)
π‘Ÿπ‘œΒ βˆ’ Least Horizontal Radius of Falling Object(in)
πΊΒ βˆ’ Soil Shear Modulus(psi)
π‘£Β βˆ’ Poissonβ€²s Ratio for Soil(dimentionless)
For large strains, near the region of impact, the shear modulus is one tenth the low amplitude shear modulus.
 
PTLB Design & Stress Analysis_2.9 Intro Image 2.png
Where:
π‘‰π‘ Β βˆ’ Shear Wave Velocity of Near Surface Soils(in/sec)
πœŒΒ βˆ’ Mass Density of Near Surface Soil(Unit Weight of Soil/Acceleration due to Gravity)(lb.sec2/in4)

Penetration Depth:
PTLB Design & Stress Analysis_2.9 Intro Image 3.png
Where:
π‘₯π‘Β βˆ’ Penetration Depth(ft)
π‘ƒπ‘Žβˆ’Weight per Unit Impact Area(lb/ft2)
π‘‰Β βˆ’ Impact VelocityΒ PTLB Design & Stress Analysis_2.9 Intro Image 4.png
π‘˜Β βˆ’ Empirical Coefficient of Penetration
(π‘˜=0.0367 for Sandy Soil, k=0.0482 for Soil with Vegitation, k=0.0732 for Soft Soil)
   

Input Parameters

  1. Select the Maximum Impact Load & Penetration Depth application from the Steel Pipe – Design and Stress Analysis module.
  2. To create a new case, click the β€œ+” button
  3. Enter Case Name, Location, Date and any necessary notes.
  4. Fill out all required fields.
  5. Make sure the values you are inputting are in the correct units.
  6. Click the CALCULATE button.

  • Weight of Falling Object(lbs.)
  • Drop Height(ft), Impact Area Diameter(ft)
  • Unit Weight of Soil(lbs./ftΒ³)
  • Poisson’s Ratio for Soil
  • Shear Wave Velocity of Near Surface Soil(in/sec)
  • Empirical Coefficient of Penetration.

PLTB Liquid_DesignStress_2.9 Input Rev_092420.png

Outputs/Reports

  1. View the results.
  2. If an input parameter needs to be edited be sure to hit the CALCULATE button after the change.
  3. To SAVE, fill out all required case details then click the SAVE button.
  4. To rename an existing file, click the SAVE As button. Provide all case info then click SAVE.
  5. To generate a REPORT, click the REPORT button.
  6. The user may export the Case/Report by clicking the Export to Excel/PowerPoint icon.
  7. To delete a case, click the DELETE icon near the top of the widget.

  • Soil Shear Modulus(psi)
  • Maximum Load at the Soil Surface(lbs.)
  • Impact Velocity(ft/sec)
  • Impact Pressure(psi)
  • Weight per Unit of Impact Area(psi)
  • Penetration Depth(ft).

PLTB Liquid_DesignStress_2.9 Output Rev_092420.png

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