When.com Web Search

Search results

  1. Results From The WOW.Com Content Network
  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. 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 ...

  4. Newmark's sliding block - Wikipedia

    en.wikipedia.org/wiki/Newmark's_sliding_block

    The method is an extension of the Newmark's direct integration method originally proposed by Nathan M. Newmark in 1943. It was applied to the sliding block problem in a lecture delivered by him in 1965 in the British Geotechnical Association's 5th Rankine Lecture in London and published later in the Association's scientific journal Geotechnique. [1]

  5. 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.

  6. Terzaghi's principle - Wikipedia

    en.wikipedia.org/wiki/Terzaghi's_Principle

    Terzaghi's principle applies well to porous materials whose solid constituents are incompressible - soil, for example, is composed of grains of incompressible silica so that the volume change in soil during consolidation is due solely to the rearrangement of these constituents with respect to one another.

  7. Retaining wall - Wikipedia

    en.wikipedia.org/wiki/Retaining_wall

    The structure is constructed to resist the lateral pressure of soil when there is a desired change in ground elevation that exceeds the angle of repose of the soil. [ 1 ] A basement wall is thus one kind of retaining wall; however, the term usually refers to a cantilever retaining wall, which is a freestanding structure without lateral support ...

  8. 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.

  9. 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 ...