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.
Where:
πΏπππ₯ β Maximum Load at Soil Surface(lbs)
π β Weight of Falling Object(lbs)
π»πΒ β Drop Height(in)
ππ β Least Horizontal Radius of Falling Object(in)
πΊ β Soil Shear Modulus(psi)
π£ β Poissonβ²s Ratio for Soil(dimensionless)
For large strains, near the region of impact, the shear modulus is one-tenth the low amplitude shear modulus.
Where:
ππ β Shear Wave Velocity of Near Surface Soils(in/sec)
π β Mass Density of Near Surface Soil(Unit Weight of Soil/Acceleration due to Gravity)(lb.sec2/in4)
Where:
π₯π β Penetration Depth(ft)
ππ βWeight per Unit Impact Area(lb/ft2)
π β Impact Velocityβ
π β Empirical Coefficient of Penetration
(π=0.0367 for Sandy Soil, k=0.0482 for Soil with Vegetation, k=0.0732 for Soft Soil)
Pipeline Design & Stress Analysis
Pipeline HUB β User Resources