Which of the following is not a example of shallow foundation?
Open Caissoons
Understanding different types of foundations is crucial in civil engineering. Foundations transfer the load of a structure to the underlying soil or rock. They are broadly classified into two main categories: shallow foundations and deep foundations.
Shallow foundations are used when the soil near the ground surface has sufficient bearing capacity to support the structural loads. These foundations transfer the load at a shallow depth, generally less than or equal to the width of the foundation, or less than 3 meters (10 feet). Common types of shallow foundations include:
Based on this, Isolated footing, Wall footing, and Grillage footing are all examples of shallow foundations.
Deep foundations are used when the soil near the surface is weak or compressible, and the required bearing stratum is located at a significant depth. These foundations transfer the load to deeper, stronger soil layers or bedrock through skin friction along the shaft and/or end bearing at the base. Examples include piles, piers, and caissons.
Open caissons (also known as well foundations) are a type of deep foundation. They are large, hollow structures (often concrete or steel) that are sunk into the ground to the desired depth. The soil inside the caisson is excavated as it sinks. Once the required depth is reached, the base is usually sealed with concrete, and the rest of the caisson is filled, often with concrete or sand, to form a solid foundation element.
Since Open Caissoons extend deep into the ground to reach suitable bearing strata, they are classified as deep foundations, not shallow foundations.
Among the options provided:
Therefore, Open Caissoons is the example that is not a shallow foundation.
The type of footing in which the load bearing structures share the common rectangular or trapezoidal footing is called:
Load carrying capacity of the foundation on sand, mainly depends upon
A Grillage foundation is essentially a
Ultimate bearing capacity (qf) of a square footing 2.5 m wide resting at 1.5 m depth in a sandy soil having unit weight γ = 18 kN/m3, Nq = 33, Nγ = 48, using factor of safety as 3, will be
Identify the INCORRECT option.
SPT-N-values are correlated with: