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  2. Shrink–swell capacity - Wikipedia

    en.wikipedia.org/wiki/Shrink–swell_capacity

    Yet another solution is a process called soil stabilization, in which additional materials are added to the soil to limit its ability to shrink and swell. [7] Materials for stabilization include cement , resins , fly ash , lime , pozzolana , or lime-pozzolana mixture, [ 7 ] depending on the site conditions and the project goals.

  3. Expansive clay - Wikipedia

    en.wikipedia.org/wiki/Expansive_clay

    Expansive clays have an expanding crystal lattice in a 2:1 ratio; however, there are 2:1 non-expansive clays. [2] Mitigation of the effects of expansive clay on structures built in areas with expansive clays is a major challenge in geotechnical engineering. Some areas mitigate foundation cracking by watering around the foundation with a soaker ...

  4. Vertisol - Wikipedia

    en.wikipedia.org/wiki/Vertisol

    Vertisols have a high content of expansive clay minerals, many of them belonging to the montmorillonites that form deep cracks in drier seasons or years. In a phenomenon known as argillipedoturbation, alternate shrinking and swelling causes self-ploughing, where the soil material consistently mixes itself, causing some vertisols to have an extremely deep A horizon and no B horizon.

  5. River bank failure - Wikipedia

    en.wikipedia.org/wiki/River_bank_failure

    River bank failure is dependent on many solutions, the most common of which are lime stabilization and retaining walls, riprap and sheet piling, maintaining deep vegetation, windrows and trenches, sacks and blocks, gabions and mattresses, soil-cement, and avoiding the construction of structures near the banks of the river.

  6. Bank erosion - Wikipedia

    en.wikipedia.org/wiki/Bank_erosion

    There are two primary mechanisms of stream bank erosion: fluvial erosion and mass failure. Fluvial erosion is the direct removal of soil particles by flowing water. The rate of fluvial erosion is determined both by the force of the flowing water (e.g. faster flow equals more force) and the resistance of the bank material to erosion (e.g. clay is generally more resistant to erosion than sand).

  7. Montmorillonite - Wikipedia

    en.wikipedia.org/wiki/Montmorillonite

    The individual crystals of montmorillonite clay are not tightly bound hence water can intervene, causing the clay to swell, hence montmorillonite is a characteristic component of swelling soil. The water content of montmorillonite is variable and it increases greatly in volume when it absorbs water.

  8. Overgrazing - Wikipedia

    en.wikipedia.org/wiki/Overgrazing

    Overgrazing typically increases soil erosion. [7]With continued overutilization of land for grazing, there is an increase in degradation. This leads to poor soil conditions that only xeric and early successional species can tolerate. [8]

  9. Structural Soil - Wikipedia

    en.wikipedia.org/wiki/Structural_Soil

    Structural soil is composed of crushed stone (typically limestone or granite) narrowly graded from ¾-1 ½” highly angular with no fines, clay loam which should conform to the USDA soil classification system. The hydrogel is added in a small amount to prevent the separation of the stone and soil during mixing and installation.