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Question

For a proposed building, raft foundation, isolated footings and combined footings are being considered. These foundations are to be listed in the decreasing order of preference in terms of performance. Which one of the following is the correct order of listing?

The correct answer is

Raft foundation - Combined footings - Isolated footings

Foundation Performance: Decreasing Order

When selecting a foundation for a proposed building, engineers evaluate different types based on their performance capabilities, considering factors like soil conditions, load distribution, and potential for settlement. The preference order generally moves from foundations that offer the most robust support to those suitable for simpler conditions.

Understanding Foundation Types and Performance

Let's look at the performance characteristics of each foundation type mentioned:

  • Raft Foundation: Also known as a mat foundation, this type involves a large concrete slab that covers the entire building footprint or a large area beneath multiple columns. It distributes the total building load over a wide soil area. This makes it highly effective for sites with weak, compressible, or expansive soils, as it minimizes differential settlement. It's generally considered the highest performing option for challenging soil conditions or heavy structural loads.
  • Combined Footings: These foundations support two or more columns, often when they are close together or near property lines. A combined footing might be rectangular or trapezoidal. They help manage the loads from adjacent columns effectively and prevent uneven settlement that might occur if isolated footings were used. They offer better performance than isolated footings in many scenarios but are typically less capable of spreading loads as widely as a full raft foundation.
  • Isolated Footings: These are the simplest and most common type, supporting individual columns. They transfer the column load to the soil directly beneath. Isolated footings are economical and suitable for areas with firm soil conditions and relatively light loads. However, they are more prone to differential settlement issues if the soil conditions are not uniform, making them the least preferred choice when superior performance and stability are critical.

Establishing the Preference Order

The decreasing order of preference is determined by the foundation's ability to provide stable support and manage structural loads effectively. Foundations that distribute loads more broadly and reduce settlement risks are ranked higher.

  • Raft Foundation is preferred first because it provides the most extensive load distribution, making it ideal for poor soil conditions and heavy loads.
  • Combined Footings are preferred second. They manage loads from multiple columns better than isolated footings and are a good intermediate solution.
  • Isolated Footings are preferred last. While suitable for certain conditions, they offer the least overall load distribution and stability compared to the other two types.

The correct sequence reflecting the decreasing order of preference based on performance is:

Preference Rank (Decreasing) Foundation Type
1st Raft Foundation
2nd Combined Footings
3rd Isolated Footings

This order highlights the general engineering approach prioritizing foundations that offer greater stability and load-spreading capabilities.

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Important Questions from Footings

  1. For a number of columns constructed in a row, the type of foundation provided is

  2. If p is the net upward pressure on a square footing of side b for a square column of side a, the maximum bending moment is given by

    A. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}\left( {{\rm{c}} - {\rm{a}}} \right)}}{4}\)

    B. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}{{\left( {{\rm{b}} - {\rm{a}}} \right)}^2}}}{4}\)

    C. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}{{\left( {{\rm{b}} - {\rm{a}}} \right)}^2}}}{8}\)

    D. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}\left( {{\rm{b}} + {\rm{a}}} \right)}}{8}\)

  3. _______ is provided to support an individual column. It is circular, square or rectangular slab of uniform thickness Sometimes it is stepped or haunched to spread the load over a large area.

  4. The minimum nominal cover to reinforcement for R.C.C. footings as per IS: 456-2000 shall be

  5. Which is a method of underwater concreting?

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