- Practice · 6 marks
Compressive strength test and classification of bricks
Short answer
Strengths: 8.10, 7.51, 8.62, 6.96, 7.87 N/mm²; average 7.81 N/mm² (s=0.62), class 7.5. Water absorption = (3.54-3.05)/3.05×100 = 16.1%.
Briefly describe the procedure for the compressive strength test of a brick (IS 3495). Five bricks of size 230 mm × 110 mm × 75 mm were tested flat with the following failure loads: 205, 190, 218, 176 and 199 kN. The bearing area is the full 230 × 110 mm bed. Find the compressive strength of each brick, the average strength, the standard deviation and the strength class (class 7.5 requires an average of at least 7.5 N/mm²; class 10 requires at least 10 N/mm²). A brick weighing 3.05 kg when dry weighed 3.54 kg after 24 hours in water: find the water absorption.
Test procedure (IS 3495, Part 1)
- Select five representative bricks. Remove unevenness and fill frogs/depressions with 1:1 cement–sand mortar.
- Immerse the bricks in water for 24 hours, then drain surface water.
- Place the specimen flat (largest face) between plywood sheets or plates in the compression testing machine.
- Apply load axially at a uniform rate of about 14 N/mm² per minute until failure.
- Compressive strength ; the average of the five bricks is reported.
Calculation
Area mm².
| Brick | Load (kN) | Strength = (N/mm²) |
|---|---|---|
| 1 | 205 | 8.10 |
| 2 | 190 | 7.51 |
| 3 | 218 | 8.62 |
| 4 | 176 | 6.96 |
| 5 | 199 | 7.87 |
Classification
Average strength N/mm² but N/mm², so the bricks are class 7.5. The classification is based on the average strength of the five bricks.
Water absorption
This is below the 20 percent permitted for common bricks of this class, so it is acceptable.
Answer: Strengths 8.10, 7.51, 8.62, 6.96, 7.87 N/mm²; average 7.81 N/mm² (s = 0.62), class 7.5; water absorption 16.1%.
✓ Answer checked by Claude Sonnet 5.5
Related questions
- Diagonal shear test and flat-jack test calculations · Design of Timber and Masonry Structures, chapter 8
- Check of a solid brick wall under gravity load · Design of Timber and Masonry Structures, chapter 5
- Wall with openings: pier loads and check · Design of Timber and Masonry Structures, chapter 5
- Safe load on a brick masonry column · Design of Timber and Masonry Structures, chapter 5
- Compressive strength test of brick wall · Concrete Technology and Masonry Structure, chapter 10 · asked 4×
- Failure mode: HS 75/230, BP 68/045 · Engineering Geology II, chapter 6
- Brick and mortar for 230 mm wall (100 kN/m) · Concrete Technology and Masonry Structure, chapter 8 · asked 7×
- Compressive strength of Nepali bricks · Civil Engineering Materials, chapter 3
All Design of Timber and Masonry Structures chapter 8 questions →