All Exams Test series for 1 year @ ₹349 only
Question

Segregation is responsible for

The correct answer is

All option are correct

Understanding Segregation in Concrete

Segregation in concrete is a phenomenon where the constituents of concrete, namely coarse aggregates, fine aggregates, and cement paste, tend to separate from each other. This separation typically occurs during the handling, transportation, placing, or compaction of fresh concrete, especially if these operations are carried out improperly.

The separation of materials leads to a non-uniform mix, which significantly affects the properties of the hardened concrete. Let's examine how this leads to the issues mentioned in the options:

Effects of Segregation on Concrete

  • Honey-combed Concrete: Segregation often results in the coarse aggregate separating from the mortar (cement paste and fine aggregate). When this happens, areas are left with a deficiency of mortar and an excess of coarse aggregate, particularly along formwork faces or edges. These areas have large voids between the coarse aggregate particles, creating a structure that resembles a honeycomb. This is a direct consequence of segregation and leads to weak spots and reduced durability.
  • Porous Layers in Concrete: Segregation can cause lighter materials (like cement paste and fine aggregate) to rise or be carried away from heavier coarse aggregate particles. This leads to layers or zones within the concrete mass with different proportions of materials. For instance, an excess of water and fine particles can accumulate on the surface, forming a weak, porous layer known as laitance. Alternatively, areas lacking proper distribution of fine aggregates and cement paste around coarse aggregates will also result in increased porosity and reduced density.
  • Surface Scaling in Concrete: As mentioned, segregation can lead to the formation of laitance on the surface, which is a weak, porous layer. This laitance has poor resistance to abrasion, weathering, and freeze-thaw action. Over time, this weak surface layer can flake off or peel away, a phenomenon known as surface scaling. While other factors also contribute to scaling, segregation is a significant contributor by creating a vulnerable surface layer.

Since segregation is responsible for creating honeycombs, leading to porous layers, and contributing to surface scaling, all the listed options are correct outcomes of segregation in concrete.

Revision Table: Concrete Properties and Defects

Defect/Issue Description Common Cause
Segregation Separation of concrete constituents (aggregate, mortar) Improper handling, placing, vibration
Honeycombing Voids due to lack of mortar between coarse aggregate Segregation, insufficient compaction
Porous Layers Zones with higher void content or laitance Segregation (especially settlement/rising), excessive bleeding
Surface Scaling Flaking or peeling of the hardened concrete surface Weak surface (laitance from segregation/bleeding), freeze-thaw damage, de-icing salts

Additional Information on Preventing Segregation

Preventing segregation is crucial for achieving durable and strong concrete. Here are some methods to minimize segregation:

  • Ensure the concrete mix design is appropriate, with proper grading of aggregates.
  • Avoid excessive water content, which increases fluidity and the tendency for segregation.
  • Handle and transport concrete carefully, minimizing dropping height during placement.
  • Place concrete as close to its final position as possible.
  • Use proper vibration techniques – sufficient but not excessive vibration.
  • Avoid moving concrete horizontally over long distances after placing.

Understanding segregation and taking steps to prevent it ensures the production of high-quality concrete with uniform properties throughout its structure.

Was this answer helpful?

Important Questions from Concrete

  1. The separation of the constituent materials of concrete is known as:

  2. Creep which is a strain due to loading with no loss of moisture?

  3. The reduction in the strength of cores can be as high as ______ for 40 MPa concrete.

  4. A good method of maintaining a satisfactory state of wetness in a body of concrete to promote continuous hydration when original water/cement ratio used is NOT less than 0.5 is known as:

  5. For keeping concrete wet to enable it to attain full strength is known as

Need Expert Advice?

Start Your Preparation with Prepp Mobile App

Download the app from Google Play & App Store
Download the app from Google Play & App Store
Prepp Mobile App