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  2. Rankine theory - Wikipedia

    en.wikipedia.org/wiki/Rankine_theory

    Rankine's theory (maximum-normal stress theory), developed in 1857 by William John Macquorn Rankine, [1] is a stress field solution that predicts active and passive earth pressure. It assumes that the soil is cohesionless, the wall is frictionless, the soil-wall interface is vertical, the failure surface on which the soil moves is planar , and ...

  3. Lateral earth pressure - Wikipedia

    en.wikipedia.org/wiki/Lateral_earth_pressure

    Rankine's theory, developed in 1857, [3] is a stress field solution that predicts active and passive earth pressure. It assumes that the soil is cohesionless, the wall is non-battered and frictionless whilst the backfill is horizontal. The failure surface on which the soil moves is planar. The expressions for the active and passive lateral ...

  4. William Rankine - Wikipedia

    en.wikipedia.org/wiki/William_Rankine

    William John Macquorn Rankine FRSE FRS (/ ˈ r æ ŋ k ɪ n /; 5 July 1820 – 24 December 1872) was a Scottish mathematician and physicist.He was a founding contributor, with Rudolf Clausius and William Thomson (Lord Kelvin), to the science of thermodynamics, particularly focusing on its First Law.

  5. Kenneth H. Roscoe - Wikipedia

    en.wikipedia.org/wiki/Kenneth_H._Roscoe

    [3] [4] [5] From 1946 he was head of the department's Soil Mechanics Laboratory. In an attempt to advance soil testing techniques, in the late forties and early fifties, he developed a simple shear apparatus in which his successive students attempted to study the changes in conditions in the shear zone both in sand and in clay soils.

  6. Arthur Casagrande - Wikipedia

    en.wikipedia.org/wiki/Arthur_Casagrande

    Arthur Casagrande (August 28, 1902 – September 6, 1981) was an American civil engineer born in Austria-Hungary who made important contributions to the fields of engineering geology and geotechnical engineering during its infancy.

  7. Material failure theory - Wikipedia

    en.wikipedia.org/wiki/Material_failure_theory

    Maximum principal stress theory – by William Rankine (1850). Yield occurs when the largest principal stress exceeds the uniaxial tensile yield strength. Although this criterion allows for a quick and easy comparison with experimental data it is rarely suitable for design purposes. This theory gives good predictions for brittle materials.

  8. Andrew N. Schofield - Wikipedia

    en.wikipedia.org/wiki/Andrew_N._Schofield

    Critical state soil mechanics, Cam Clay, Geotechnical centrifuge modelling: Spouse: Margaret Green (m.1961) Awards: US Army Distinguished Civilian Service Award, 1979 20th Rankine Lecture, 1980 Fellow [1] of the Royal Academy of Engineering, [2] 1986 Fellow of the Royal Society, 1992 James Alfred Ewing Gold Medal from the Institution of Civil ...

  9. Rankine Lecture - Wikipedia

    en.wikipedia.org/wiki/Rankine_Lecture

    The Rankine lecture is an annual lecture organised by the British Geotechnical Association named after William John Macquorn Rankine, an early contributor to the theory of soil mechanics. This should not be confused with the biennial BGA Géotechnique Lecture. The Rankine Lecture is held in March each year.