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Geotechnical Engineering

Home/Geotechnical Engineering/Page 3

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Asked: July 13, 2020In: Geotechnical Engineering

What is different between Prandtal mixing length and Boundarylayer ?

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What is different between Prandtal mixing length and Boundarylayer ?

  1. Vivek Patel

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    Added an answer on July 31, 2020 at 3:20 pm

    Prandtl mixing line theory is the phenomenon of momentum remaining constant in fluid flow where the boundary layer is a theory of variations of velocity perpendicular to the floor and velocity value change from 0 to infinite. Prandtl mixing theory is used for the study of momentum in fluid flow. BouRead more

    Prandtl mixing line theory is the phenomenon of momentum remaining constant in fluid flow where the boundary layer is a theory of variations of velocity perpendicular to the floor and velocity value change from 0 to infinite.

    Prandtl mixing theory is used for the study of momentum in fluid flow.

    Boundary layer theory is used for the study of velocity distributions in fluid flow.

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Asked: July 15, 2020In: Geotechnical Engineering

Which type of soil is present in desert?

vivek gami
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Which type of soil is present in desert?

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    Added an answer on December 18, 2020 at 8:32 pm

    Most of the desert soils are called Aridisols.

    Most of the desert soils are called Aridisols.

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

  1. 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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Asked: July 20, 2020In: Geotechnical Engineering

What is the meaning of shear strength in soil?

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What is the meaning of shear strength in soil?

  1. nikeetasharma

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    Added an answer on October 2, 2020 at 8:39 pm

    Generally, shear strength is a term used in soil mechanics to describe the magnitude of the shear stress that a soil can sustain. The shear resistant of soil is a result of friction and interlocking of particles, and possibly cementation or bonding at particle contacts. Due to interlocking, particulRead more

    Generally, shear strength is a term used in soil mechanics to describe the magnitude of the shear stress that a soil can sustain. The shear resistant of soil is a result of friction and interlocking of particles, and possibly cementation or bonding at particle contacts. Due to interlocking, particulate material may expand or contract in volume as it is subject to shear strength. If soil expands its volume, the density of particles will decrease and the strength will decrease; in this case the peak strength would be followed by a reduction of shear stress.

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Asked: July 15, 2020In: Geotechnical Engineering

What is Supersaturated in Soil?

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What is Supersaturated in Soil?

  1. Vivek Patel

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    Added an answer on July 22, 2020 at 12:06 am

    Basically in soil there is 3 part Solids partical Air Water When water added to soil, at that time soil become saturated. And when air contain replace by water and soil become fully saturated at that time soil have two part one is water and one is solid partical.   If we add more water than fulRead more

    Basically in soil there is 3 part

    1. Solids partical
    2. Air
    3. Water

    When water added to soil, at that time soil become saturated. And when air contain replace by water and soil become fully saturated at that time soil have two part one is water and one is solid partical.

     

    If we add more water than fully saturation, hence saturation of soil is 100% or more than that, is called the supersaturated stage.

    Water content more than shrinkage limit called supersaturated stage

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Asked: July 24, 2020In: Geotechnical Engineering

What is zero air void line in soil?

Vivek Patel
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What is zero air void line in soil?

  1. Abbas Khan Civil Engineer

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    Added an answer on July 27, 2020 at 3:17 pm

    The zero Air Void line is obtained when there is no presence of the air in the pores of a soil mass and totally filled with the water and soil mass get saturated. It is determined by the compaction test of a soil. Draw the graph between Dry Density VS water content, calculate the dry density from thRead more

    The zero Air Void line is obtained when there is no presence of the air in the pores of a soil mass and totally filled with the water and soil mass get saturated. It is determined by the compaction test of a soil. Draw the graph between Dry Density VS water content, calculate the dry density from the compaction test results, and Zero Air void line is drawn on the graph.

     

    Graph A

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Asked: July 15, 2020In: Geotechnical Engineering

What is Creep in Soil Mechanics?

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What is Creep in Soil Mechanics? Why it is important?

  1. Kuldeep Singh

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    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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Asked: January 2, 2019In: Geotechnical Engineering

Swell Pressure Test on Soil and it’s Procedure

andanr123
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What is swell pressure test of soil and it’s laboratory procedure?

  1. Neenu S K

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    Added an answer on March 4, 2019 at 9:21 pm

    The objective of a swelling pressure test on soil is to determine the swelling pressure of expansive soil when it is not allowed to undergo any volume change. The volume change is arrested or the soil is not allowed to swell in order to test this. The test determines the intrinsic swelling pressureRead more

    The objective of a swelling pressure test on soil is to determine the swelling pressure of expansive soil when it is not allowed to undergo any volume change. The volume change is arrested or the soil is not allowed to swell in order to test this.

    The test determines the intrinsic swelling pressure of the expansive soil. The test is conducted on a consolidometer. More details are explained in IS 2720(Part 41):1977.

    The swelling pressure is dependent on the:

    • Clay Content in the soil
    • Moisture content
    • Stress history
    • Drying and wetting cycles of soil
    • The nature of the pore fluid
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