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  2. Soil mechanics - Wikipedia

    en.wikipedia.org/wiki/Soil_mechanics

    Soil mechanics is a branch of soil physics and applied mechanics that describes the behavior of soils. It differs from fluid mechanics and solid mechanics in the sense that soils consist of a heterogeneous mixture of fluids (usually air and water) and particles (usually clay , silt , sand , and gravel ) but soil may also contain organic solids ...

  3. Standard penetration test - Wikipedia

    en.wikipedia.org/wiki/Standard_penetration_test

    Symbol used in drawings Standard penetration test N values from a surficial aquifer in south Florida.. The standard penetration test (SPT) is an in-situ dynamic penetration test designed to provide information on the geotechnical engineering properties of soil.

  4. Critical state soil mechanics - Wikipedia

    en.wikipedia.org/wiki/Critical_state_soil_mechanics

    This behavior, critical state soil mechanics simply assumes as a given. For these reasons, critical-state and elasto-plastic soil mechanics have been subject to charges of scholasticism; the tests to demonstrated its validity are usually "conformation tests" where only simple stress-strain curves are demonstrated to be modeled satisfactorily.

  5. Alec Skempton - Wikipedia

    en.wikipedia.org/wiki/Alec_Skempton

    Skempton was born in Northampton and attended Northampton grammar school. In 1932 Skempton he went to the City and Guilds College in London to study civil engineering. . After beginning work on a Goldsmiths' Company bursary-funded PhD, he joined the Building Research Station (BRS) in 1936, initially working on reinforced concrete before moving to soil mechanics in 1937, where he worked under ...

  6. Template:Did you know nominations/International Society for ...

    en.wikipedia.org/wiki/Template:Did_you_know...

    1 International Society for Soil Mechanics and Geotechnical Engineering. Toggle the table of contents. Template: ...

  7. Rankine theory - Wikipedia

    en.wikipedia.org/wiki/Rankine_theory

    This theory, which considers the soil to be in a state of plastic equilibrium, makes the assumptions that the soil is homogeneous, isotropic and has internal friction. The pressure exerted by soil against the wall is referred to as active pressure. The resistance offered by the soil to an object pushing against it is referred to as "passive ...