Soil Testing - BS 1377 - 1990

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Soil Testing - BS 1377 Parts 1-8 1990

The laboratory provides a modern temperature controlled effective stress laboratory offering the standard range of drained or undrained triaxial effective stress and permeability tests together with many of the advanced tests now commonly being required.
Facilities also exist for determination of direct shear and one-dimensional consolidation properties using the oedometer.

BS 1377 Part 2

  • Moisture Content
  • Particle Size Distribution
  • Sedimentation
  • Atterburg Limits
  • Linear Shrinkage

BS 1377 Part 3

  • Sulphate Content (aqueous)
  • Sulphate Content (Total)
  • Organic matter content
  • pH Value
  • Chloride Content
  • BRE Suite

BS 1377 Part 4

  • Dry density/ Moisture Relationship
  • MCV One Point/Calibration
  • Vane Shear
  • Bulk Density- Compacted
  • Bulk Density- uncompacted
  • California Bearing Ratio Test

BS 1377 Part 5

  • Determination of the one Dimensional Consolidation
  • Permeabilty test by Constant Head
  • Permeabilty by the Ken Head Method
  • Pinhole Method
  • Crumb Method
  • Dispersion Method

BS 1377 Part 7

Determination of the Shear Strength by Direct Shear Small Shear Box 60mm 100mm

BS 1377 Part 7

Determination of the Shear Strength by Direct Shear Large Shear Box 100mm 100mm

BS 1377 Part 7

Determination of the Undrained Shear Strength in Triaxial Compression 38mm 100mm, Single Stage Multistage
Location: Riyadh Saudi Arabia

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