Who made the assumption that ‘a strip footing placed on the ground surface sinks vertically downwards into the soil at failure?
Who made the assumption that ‘a strip footing placed on the ground surface sinks vertically downwards into the soil at failure? Correct Answer Prandtl
Explanation
Following are the Analytical methods to determine the Bearing capacity of a shallow foundation
- Prandtl's Analysis
- Terzaghi's Bearing Capacity Theory
- Skempton's Analysis for Cohesive soils
- Meyerhof's Bearing Capacity Theory
- Hansen's Bearing Capacity Theory
- Vesic's Bearing Capacity Theory
- IS code method
Prandtl (1920) has shown that if the continuous smooth footing rests on the surface of a weightless soil possessing cohesion and friction, the loaded soil fails as shown in the figure by plastic flow along the composite surface. The analysis is based on the assumption that a strip footing placed on the ground surface sinks vertically downwards into the soil at failure like a punch.
[ alt="F1 Killi 1.3.21 Pallavi D1" src="//storage.googleapis.com/tb-img/production/21/03/F1_Killi_1.3.21_Pallavi_D1.png" style="width: 619px; height: 236px;">
Prandtl analyzed the problem of the penetration of a punch into a weightless material. The punch was assumed rigid with a frictionless base. Three failure zones were considered.
- Zone I is an active failure zone
- Zone II is a radial shear zone
- Zone III is a passive failure zone identical for ϕ = 0