Q1. Which of the following types of foundation is best suited for an expansive type of soil?
  • Timber piles
  • Shallow foundation
  • Steel piles
  • Under reamed piles

Correct Answer: D. Under reamed piles

Solution:

Expansive soils, like black cotton soil, swell when wet and shrink when dry, causing significant ground movement. Under reamed piles are ideal for these conditions. They are bored cast-in-situ concrete piles with one or more 'bulbs' or 'under-reams' at their base. These piles are anchored in a stable soil layer below the zone of seasonal moisture variation, and the bulbs provide strong resistance against upward pull from the swelling soil, ensuring the foundation's stability.

Q2. Select the INCORRECT statement from the following with regard to grillage footing in a steel structure.
  • It consists of steel beams encased in concrete.
  • It is provided when the loads on the column are extremely heavy.
  • The bearing capacity of soils should be very high to place a grillage foundation.
  • The column is placed over a base plate.

Correct Answer (Incorrect Statement): C. The bearing capacity of soils should be very high to place a grillage foundation.

Solution:

This statement is incorrect. A grillage foundation is specifically designed to distribute heavy, concentrated column loads over a wide area. It is used precisely when the soil has a low bearing capacity, as it effectively reduces the pressure on the soil to a permissible level. The other statements are all correct characteristics of a grillage footing.

Q3. A pre-cast pile generally used is:
  • circular
  • square
  • octagonal
  • square with corners chamfered

Correct Answer: B. square

Solution:

While various shapes can be used, the most common and generally used shape for pre-cast concrete piles is square. This shape is straightforward to form and cast, provides good resistance to driving stresses, and offers a consistent surface area for skin friction.

Q4. The bearing capacity of soil can be improved by:
  • Increasing the depth of footing
  • Draining of sub-soil water
  • Ramming the granular material like crust stone in the soil
  • All of the above

Correct Answer: D. All of the above

Solution:

All the listed methods are effective for improving soil bearing capacity. Increasing footing depth places it on stronger, more compacted soil. Draining water reduces pore pressure and increases soil strength. Ramming granular material (compaction) increases the soil's density and shear strength. Therefore, the correct answer is All of the above.

Q5. Generally 'Pile Foundation' is considered best for:
  • Bridge
  • Multi-storey building
  • Residential building
  • Run-way

Correct Answer: A. Bridge

Solution:

Pile foundations are ideal for supporting structures with very heavy, concentrated loads, especially when surface soils are weak or when building over water. Bridges fit this description perfectly, as their piers concentrate massive loads onto small areas, often in challenging soil or riverbed conditions, making pile foundations the most suitable choice.

Q6. In which type of foundations, the length is considerably greater than its width?
  • Footing
  • Pile foundation
  • Raft foundation
  • Strip foundation

Correct Answer: D. Strip foundation

Solution:

A strip foundation, also known as a continuous footing, is a long, narrow strip of concrete that supports load-bearing walls. By definition, its length is significantly greater than its width, running along the entire length of the wall it supports.

Q7. Spread foundation is a type of:
  • Shallow foundation
  • Pile foundation
  • Raft foundation
  • Depth foundation

Correct Answer: A. Shallow foundation

Solution:

Spread foundations (which include footings like pad, strip, and raft) transfer building loads to the earth at a shallow depth. They are characterized by having a depth that is less than their width. This places them in the category of Shallow foundation.

Q8. Which is the group of Raymond piles?
  • Cased cast in situ concrete pile
  • Uncased cast in situ pile
  • Precast concrete pile
  • Non load bearing pile

Correct Answer: A. Cased cast in situ concrete pile

Solution:

A Raymond pile is a proprietary type of pile where a thin, corrugated steel shell (casing) is driven into the ground with a collapsible steel mandrel. The mandrel is then withdrawn, and the shell is filled with concrete. This process makes it a Cased cast in situ concrete pile.

Q9. Which foundation has an 80 cm pipe embedded at plinth level connecting to the foundation bottom (above 5 cm) with an interval of 1.5 m approximately?
  • Combined footing foundation
  • Strip / Pad foundation
  • Grillage foundation
  • Pile foundation

Correct Answer: B. Strip / Pad foundation

Solution:

This question describes a method for anti-termite treatment. A perforated pipe system is laid along the foundation to periodically inject chemicals into the soil, creating a barrier against termites. This treatment is typically applied along the perimeter and under the floor of shallow foundations like Strip / Pad foundations.

Q10. What is known as the spread footing for a single column?
  • Stepped footing
  • Single footing
  • Slopped footing
  • Pad footing

Correct Answer: D. Pad footing

Solution:

A spread footing that supports a single, individual column is most commonly known as a Pad footing or an isolated footing. Its purpose is to 'spread' the concentrated load from the column over a larger area of soil.

Q11. Which method of determining bearing capacity of soil uses Rankine's formula?
  • Method of dropping a weight
  • Method of loading
  • Arithmetical method
  • Analytical method

Correct Answer: D. Analytical method

Solution:

Analytical methods for determining soil bearing capacity involve using theoretical formulas based on soil mechanics principles. Rankine's theory, which analyzes earth pressure, is a fundamental component of these analytical approaches, alongside theories from Terzaghi, Meyerhof, and others.

Q12. What is the general value of factor of safety range to find the bearing capacity (BC) of soil?
  • 0.25 - 0.40
  • 0.40 - 0.80
  • 0.80 - 1.00
  • 2 - 3

Correct Answer: D. 2 - 3

Solution:

In geotechnical engineering, a factor of safety is applied to the ultimate bearing capacity to determine the allowable bearing capacity. This accounts for uncertainties in soil properties and load calculations. A typical factor of safety for foundations ranges from 2 to 3.

Q13. Suitable foundation for steel columns is:
  • mat foundation
  • combined foundation
  • strap footing
  • grillage footing

Correct Answer: D. grillage footing

Solution:

A grillage footing is specifically designed to support heavy, concentrated loads from steel columns, especially when the soil has low bearing capacity. It consists of one or more tiers of steel beams used to spread the load over a wide area, making it the most suitable option among the choices.

Q14. Minimum cover beyond the edges of steel beams in a grillage foundation should be:
  • 25 mm
  • 50 mm
  • 75 mm
  • 100 mm

Correct Answer: D. 100 mm

Solution:

To ensure proper load transfer and to protect the steel beams from corrosion, grillage foundations are encased in concrete. Standard practice requires a minimum concrete cover of 100 mm (or 4 inches) around the steel beams, including beyond their edges.