2. PRINCIPLES OF INVESTIGATION OF
CRACKS
Discussion with Client/Owner of the Building
Visit the Site
Understand the Cracks and Its Causes
Monitoring and Measuring the Movements of
Cracks
Finding the Suitable Techniques to Repair
Crack
Formation of Report
3. UNDERSTANDING THE CRACKS
STRUCTURAL CRACKS
Structural cracks may rise due to various reasons such as
incorrect design, overloading of the structural components
NON-STRUCTURAL CRACKS (HAIR CRACKS)
Non-structural cracks are generally due to internal forces
developed in the building.
Depending upon the crack width, the cracks are classified as:
Thin Crack -less than 1 mm in width
Medium Crack -1 to 2 mm in width.
Wide Crack -more than 2 mm in width.
4. DIFFERENT CASES OF CRACKS IN
BUILDINGS
Cracks on walls
Preventive Measures-The design of foundation
should be based on sound engineering principles and
good practice.
Cracks On Beams And Columns
Preventive Measures: Create slip joints under the
support of concrete slab on walls. Provide horizontal
movement joints between the top of brick panel and
reinforced cement concrete beam/slab.
5. CAUSES AND ITS PREVENTIVE
MEASURES
Thermal Movement
Preventive Measures: Joints should be constructed
like construction joints, expansion joints, control
joints and slip joints.
Chemical Reaction
Preventive Measures: If sulphate content in soil
exceeds 0.2 percent or in ground water exceed 300
ppm, use very dense concrete and either increase
richness of mix to 1:1/5:3 and to prevent cracking
due to corrosion in reinforcement it is desirable to
specify concrete of
6. CAUSES AND ITS PREVENTIVE
MEASURES
Excessive Water
Preventive Measures: Use minimum quantity of
water required for mixing cement concrete or cement
mortar according to water cement ratio.
Quantity of Cement
Preventive Measures: Do not use excessive cement
in the mortar mix.
Vegetation
Preventive Measure: Do not grow trees too close to
the building.