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Geotechnical Engineering

Home/Geotechnical Engineering/Page 4

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  1. Asked: July 17, 2020In: Geotechnical Engineering

    How to you know if the soil is organic or inorganic?

    Kuldeep Singh

    Kuldeep Singh

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    Kuldeep Singh Learner
    Added an answer on July 19, 2020 at 12:49 pm

    There are a few parameters that you can use to judge whether a soil is organic or inorganic. Organic soils have fairly lower bulk densities than inorganic soils (0.2 to 0.3 as compared to 1.2 to 1.5). Organic soils will feel significantly lighter. Organic soils can retain way more water than inorganRead more

    There are a few parameters that you can use to judge whether a soil is organic or inorganic.

    Organic soils have fairly lower bulk densities than inorganic soils (0.2 to 0.3 as compared to 1.2 to 1.5). Organic soils will feel significantly lighter.

    Organic soils can retain way more water than inorganic soils (in proportions if their own densities).

    The color of organic soils is usually darker than inorganic soils. But this is not a good parameter for comparison since the color is affected by other things as well apart from organic nature.

    Cation exchange capacity (CEC) is higher in organic soils (4 times as that of inorganic soils). This means that organic soils will have a lower pH, higher exchangeable hydrogen, more calcium and magnesium ions, and higher exchangeable calcium content.

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  2. Asked: July 16, 2020In: Geotechnical Engineering

    Which best material for backfill of retaining wall?

    Preet Chovatiya

    Preet Chovatiya

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    Preet Chovatiya Learner
    Added an answer on July 17, 2020 at 5:10 pm

    For draining area, sandy soil or sandy gravel is best for retaining wall backfilling material, because It cause easily water draining. If your retaining wall is built on filling material then you have to use strong soil blend like silty Sand and sandy clay That should be meet the requirements of strRead more

    For draining area, sandy soil or sandy gravel is best for retaining wall backfilling material, because It cause easily water draining.

    If your retaining wall is built on filling material then you have to use strong soil blend like silty Sand and sandy clay That should be meet the requirements of structure requirements and geotechnical properties.

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  3. Asked: July 16, 2020In: Geotechnical Engineering

    What is a triaxial test?

    fathima

    fathima

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    fathima Beginner
    Added an answer on July 17, 2020 at 1:41 pm

    a triaxial test involves confining a cylindrical soil or rock specimen in a pressure shell to stimulate the stress condition and then shearing to failure in order to determine the shear strength properties of the soil sample. the sample should be saturated then consolidated and finally sheared, mostRead more

    a triaxial test involves confining a cylindrical soil or rock specimen in a pressure shell to stimulate the stress condition and then shearing to failure in order to determine the shear strength properties of the soil sample.

    the sample should be saturated then consolidated and finally sheared, most commonly in compression

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  4. Asked: July 15, 2020In: Geotechnical Engineering

    What is the difference between black cotton soil and clay?

    Abbas Khan Civil Engineer

    Abbas Khan Civil Engineer

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    Abbas Khan Civil Engineer Learner
    Added an answer on July 16, 2020 at 2:51 pm

    Black Cotton soil ; Black Cotton Soil is a heavy clayey soil, varying from clay to loam.The black color in black cotton soil is due to the presence of Titanium Oxide in a little concentration. Generally, it is light to dark appearance. Found in central and southern parts of India. Clay SOIL; Clay soRead more

    Black Cotton soil ; Black Cotton Soil is a heavy clayey soil, varying from clay to loam.The black color in black cotton soil is due to the presence of Titanium Oxide in a little concentration. Generally, it is light to dark appearance. Found in central and southern parts of India.

    Clay SOIL; Clay soil is composed of very small fine particles and not much organic in nature. It contains clay minerals which, when get wet, develops plasticity. Clay minerals have hydrous Aluminium phyllosilicates.

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  5. Asked: July 15, 2020In: Geotechnical Engineering

    If we reduce water content below the shrinkage limit of soil, What will happen in the pore of soil?

    Vivek Patel

    Vivek Patel

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    Added an answer on July 16, 2020 at 2:41 pm

    shrinkage limit is the maximum water content at which if we reduce water content further than soil volume doesn't change, we can also say that at shrinkage limit, water is in just saturated stage. let's see the graph of water content and volume change with shrinkage limit ws= shrinkage limit wp= plaRead more

    shrinkage limit is the maximum water content at which if we reduce water content further than soil volume doesn’t change,

    we can also say that at shrinkage limit, water is in just saturated stage.

    let’s see the graph of water content and volume change with shrinkage limit

    ws= shrinkage limit

    wp= plastic limit

    wl=liquid limit

    at below shrinkage water content water is spill out/remove from voids of soil and that voids fill with the air. Hence voids doesn’t change, so volume doesn’t change. and soil become 3 phase structure air, water and solid particles.

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  6. Asked: July 15, 2020In: Geotechnical Engineering

    What is Relative Compaction?

    Vivek Patel

    Vivek Patel

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    Vivek Patel User
    Added an answer on July 16, 2020 at 2:40 pm

    Relative compaction is a ration of the density of soil at site to the maximum dry density of soil. like we have maximum dry density of soil have 1800 kg/m3 which determine in lab now on site we can archive 1700 kg/m3 by compaction of dumped soil so relative density of that soil on site is =1700/1800Read more

    Relative compaction is a ration of the density of soil at site to the maximum dry density of soil.

    like we have maximum dry density of soil have 1800 kg/m3 which determine in lab

    now on site we can archive 1700 kg/m3 by compaction of dumped soil

    so relative density of that soil on site is =1700/1800=0.9444 = 94.44%

    it is use for

    1. to know how much density we archive compare to design in lab
    2. sometime in specification minimum criteria of relative density are given, ex- minimum relative density at whole site should be 90%.
    3. from relative density we can calculate actual movement of soil, which is very important in tall building and structural durability calculation
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  7. Asked: July 15, 2020In: Geotechnical Engineering

    Which are the factor that affect Permeability of Soil ?

    Vivek Patel

    Vivek Patel

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    Vivek Patel User
    Added an answer on July 16, 2020 at 2:39 pm

    permeability of soil is property of soil that soil allows to water flow pass through soil media. factor affecting of soil permeability is soil partical size soil partical charge liquid viscosity tempreture soil structure like disperse, flocculated, single grain etc degree of saturation shape of partRead more

    permeability of soil is property of soil that soil allows to water flow pass through soil media.

    permiability of soil

    factor affecting of soil permeability is

    1. soil partical size
    2. soil partical charge
    3. liquid viscosity
    4. tempreture
    5. soil structure like disperse, flocculated, single grain etc
    6. degree of saturation
    7. shape of partical
    8. soil stratification (layer is perpendicular or parallel to permeability of soil path)

     

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  8. Asked: July 15, 2020In: Geotechnical Engineering

    What is Creep in Soil Mechanics?

    Kuldeep Singh

    Kuldeep Singh

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    Kuldeep Singh Learner
    Added an answer on July 15, 2020 at 11:35 pm

    Creep in soil is pretty much similar in concept to creep in general. Only the manifestation and consequences are different in different materials and can be very peculiar in soil. Creep in soil is the time dependant development of shear strains and/or volumetric strains in a soil mass in the  stateRead more

    Creep in soil is pretty much similar in concept to creep in general. Only the manifestation and consequences are different in different materials and can be very peculiar in soil.

    Creep in soil is the time dependant development of shear strains and/or volumetric strains in a soil mass in the  state of a constant effective stress for a prolonged period of time.

    It is also sometimes referred to as the gradual loss of cohesion over a prolonged period of time in soil.

    Unlike concrete, where creep results in deflection and cracking, creep in soil  to may lead to long term settlement, movements of slopes, gradual loss of soil from slopes or shear failure.

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