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  2. Atterberg limits - Wikipedia

    en.wikipedia.org/wiki/Atterberg_limits

    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 soil changes from one state to the other is known as consistency limits, or Atterberg's limit. These limits were created by Albert Atterberg, a Swedish chemist and agronomist, in 1911. [1]

  3. Albert Atterberg - Wikipedia

    en.wikipedia.org/wiki/Albert_Atterberg

    Albert Mauritz Atterberg (19 March 1846 – 4 April 1916) was a Swedish chemist and agricultural scientist who created the Atterberg limits, which are commonly referred to by geotechnical engineers and engineering geologists today. In Sweden he is equally known for creating the Atterberg grainsize scale, which remains the one in use.

  4. Soil classification - Wikipedia

    en.wikipedia.org/wiki/Soil_classification

    Moderately organic soils are considered subdivisions of silts and clays and are distinguished from inorganic soils by changes in their plasticity properties (and Atterberg limits) on drying. The European soil classification system (ISO 14688) is very similar, differing primarily in coding and in adding an "intermediate-plasticity ...

  5. Geotechnical investigation - Wikipedia

    en.wikipedia.org/wiki/Geotechnical_investigation

    Atterberg limits The Atterberg limits define the boundaries of several states of consistency for plastic soils. The boundaries are defined by the amount of water a soil needs to be at one of those boundaries. The boundaries are called the plastic limit and the liquid limit, and the difference between them is called the plasticity index.

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  8. Girls' Basketball Coach Arrested After Allegedly Driving into ...

    www.aol.com/girls-basketball-coach-arrested...

    The incident occurred after a girls' basketball game at a school in Connecticut on Jan. 11, according to police

  9. Arthur Casagrande - Wikipedia

    en.wikipedia.org/wiki/Arthur_Casagrande

    In relation to his work on Atterberg limits, the "A-line" on plasticity charts may well be named after him. [ 1 ] In 1932, Casagrande moved to Harvard University where he would later be promoted to a newly created chair of soil mechanics and foundation engineering in 1946.