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  2. Slope stability - Wikipedia

    en.wikipedia.org/wiki/Slope_stability

    Slope stability refers to the condition of inclined soil or rock slopes to withstand or undergo movement; the opposite condition is called slope instability or slope failure. The stability condition of slopes is a subject of study and research in soil mechanics , geotechnical engineering , and engineering geology .

  3. Slope stability analysis - Wikipedia

    en.wikipedia.org/wiki/Slope_stability_analysis

    The main objectives of slope stability analysis are finding endangered areas, investigation of potential failure mechanisms, determination of the slope sensitivity to different triggering mechanisms, designing of optimal slopes with regard to safety, reliability and economics, and designing possible remedial measures, e.g. barriers and ...

  4. Slope mass rating - Wikipedia

    en.wikipedia.org/wiki/Slope_mass_rating

    Slope mass rating (SMR) is a rock mass classification scheme developed by Manuel Romana [1] [2] [3] to describe the strength of an individual rock outcrop or slope. The system is founded upon the more widely used RMR scheme, [4] which is modified with quantitative guidelines to the rate the influence of adverse joint orientations (e.g. joints dipping steeply out of the slope).

  5. 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]

  6. Post-fire hillslope stabilization treatments - Wikipedia

    en.wikipedia.org/wiki/Post-fire_hillslope...

    The selection of hillslope stabilization treatments should consider three key elements: (i) the effectiveness of the treatment, (iii) the cost of production and transport, and (i) the values-at-risk to be protected [3] The most cost-effective treatment might not be adequate to protect critical values-at-risk whereas the treatment with the highest effectiveness and cost could not be suitable to ...

  7. Hillslope evolution - Wikipedia

    en.wikipedia.org/wiki/Hillslope_evolution

    During most of the 20th century three models of hillslope evolution were widely diffused: slope decline, slope replacement and parallel slope retreat. Until the 1950s models of hillslope form evolution were central in geomorphology. The modern understanding is that the evolution of slopes is much more complex than the classical models of ...

  8. Mechanically stabilized earth - Wikipedia

    en.wikipedia.org/wiki/Mechanically_stabilized_earth

    A diagram of a mechanically stabilized earth wall as it would be modeled in a finite element analysis.. Mechanically stabilized earth (MSE or reinforced soil) is soil constructed with artificial reinforcing.

  9. Stabilization (architecture) - Wikipedia

    en.wikipedia.org/wiki/Stabilization_(architecture)

    In civil engineering, stabilization is the retrofitting of platforms or foundations as constructed for the purpose of improving the bearing capacity and levelness of the supported building. Soil failure can occur on a slope, a slope failure or landslide , or in a flat area due to liquefaction of water-saturated sand and/or mud.