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  2. Proctor compaction test - Wikipedia

    en.wikipedia.org/wiki/Proctor_compaction_test

    Both tests allow the use of a larger mould, 6 inches in diameter and holding 1/13.333 ft 3, if the soil or aggregate contains too large a proportion of gravel-sized particles to allow repeatability with the 4-inch mould.

  3. Void ratio - Wikipedia

    en.wikipedia.org/wiki/Void_ratio

    The opposite situation, i. e. when the void ratio is relatively small (dense soils), indicates that the volume of the soil is vulnerable to increase (swelling) under unloading – the smectite (montmorillonite, bentonite) partially dry clay particles present in an unsaturated soil can swell due to their hydration after contact with water (when ...

  4. Geotechnical investigation - Wikipedia

    en.wikipedia.org/wiki/Geotechnical_investigation

    A USBR soil scientist advances a Giddings Probe direct push soil sampler.. Geotechnical investigations are performed by geotechnical engineers or engineering geologists to obtain information on the physical properties of soil earthworks and foundations for proposed structures and for repair of distress to earthworks and structures caused by subsurface conditions; this type of investigation is ...

  5. Soil stockpile - Wikipedia

    en.wikipedia.org/wiki/Soil_Stockpile

    A soil stockpile is formed with excavated topsoil during the construction of buildings or infrastructure. It is considered to be an important resource in construction and ecology . [ 1 ] [ 2 ] Soil is stockpiled for later use in landscaping or restoration of the region following the removal of construction infrastructure. [ 3 ]

  6. California bearing ratio - Wikipedia

    en.wikipedia.org/wiki/California_bearing_ratio

    CBR values for common soil subgrades can be estimated according to the USC soil types, for example: clay around 2%, sand from 7% (poorly graded) to 10% (well graded), well graded sandy gravel 15%, clayey sand 5-20%, silty gravel 20-60%, gravel from 30-60% poorly-graded to 40-80% if well-graded.

  7. Newmark's influence chart - Wikipedia

    en.wikipedia.org/wiki/Newmark's_influence_chart

    Verify the depth z below the uniformly loaded area where the stress increase is to be obtained. Plot the plan of the loaded area with a scale of z equal to the unit length of the chart (AB). Place the plan on the influence chart in such a manner that the point below which the stress is to be determined in located at the center of the chart.

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  9. Concrete leveling - Wikipedia

    en.wikipedia.org/wiki/Concrete_leveling

    This is equal to 34,560 pounds of lifting force per square foot. With Portland cement added, this can increase to over 6,000 psi [5] or 864,000 pounds per square foot. Once the slurry dries it creates a near-solid stone foundation for the leveled concrete (much like the original stone base the concrete was poured upon.)

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