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We offer a full range on chemical and geotechnical testing from our own in-house laboratory and external accredited laboratories when required. Please contact our Geo Team for a no obligation quotation.

  • Atterberg plasticity Limits 

  • Moisture levels 

  • Triaxial test 

  • Crush testing 

  • Uniaxial compressive strength test

  • Water-soluble sulphate and PH testing 

  • Chemical testing (MCERTS) 

The Atterberg limits are a basic measure of the critical water contents of a fine-grained soil: its shrinkage limit, plastic limit, and liquid limit.

Depending on its water content, a soil may appear in one of four states: solid, semi-solid, plastic and liquid. In each state, the consistency and behavior of a soil is different and consequently so are its engineering properties. Thus, the boundary between each state can be defined based on a change in the soil’s behavior. The Atterberg limits can be used to distinguish between silt and clay, and to distinguish between different types of silts and clays. The water content at which the soils change from one state to the other are known as consistency limits or Atterberg’s limit.

These limits were created by Albert Atterberg, a Swedish chemist and agronomist in 1911.[1] They were later refined by Arthur Casagrande, an Austrian-born American geotechnical engineer and close collaborator of Karl Terzaghi (both pioneers of soil mechanics).

Distinctions in soil are used in assessing the soils that are to have structures built on them. Soils when wet retain water, and some expand in volume (smectite clay). The amount of expansion is related to the ability of the soil to take in water and its structural make-up (the type of minerals present: claysilt, or sand). These tests are mainly used on clayey or silty soils since these are the soils that expand and shrink when the moisture content varies. Clays and silts interact with water and thus change sizes and have varying shear strengths. Thus these tests are used widely in the preliminary stages of designing any structure to ensure that the soil will have the correct amount of shear strength and not too much change in volume as it expands and shrinks with different moisture contents.

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01642 713779

available from 08:00 – 17:00

Address Geoinvestigate House, Units 3a & 4, Terry Dicken Industrial Estate, Ellerbeck Way, Stokesley, North Yorkshire, TS9 7AE.

Email enquiries@geoinvestigate.co.uk