Krishna Techno Consultant Pvt.Ltd.
Human Resource & Infrastructure Development
Leading Consulting Organization for Highway & Infrastructure Development
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Soil Testing
Ph value
Specific Gravity
Moisture Content (by standard method)
Water content-Dry Density/compaction
Determination of Liquid Limit (cone penetration)
Plasticity index
Permeability of soil in lab
Organic Matter of soil
Free Swell Index
Swelling Pressure Test
Linear, Shrinkage
Shrinkage Factor
Direct Shear (C & value)
Standard Penetration Test (SPT)
Plate Load Test 300,600mm
Pile Load Test
Surface Moisture Contents
Laboratory Determination of California
Bearing Radio (CBR)Soaked/Unsoaked Condition
Particle size /Grain size Analysis(hydrometer analysis,
Wet Sieve Analysis,Dry Sieve Analysis )
Curve (to find out optimum moisture content)by
Light/Heavy Compaction In Situ Dry Densiy(a)
sand Replacement(b) Core Cutter Method
Determination of Liquid Limit (cone
Penetration Method