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Geotechnical Engineering

Home/Geotechnical Engineering

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Asked: September 5, 2020In: Geotechnical Engineering

What is negative pore water pressure in soil?

aviratdhodare
aviratdhodare

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aviratdhodare

What is negative pore water pressure in soil?

  1. sanjaypakad

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    sanjaypakad Beginner
    Added an answer on October 8, 2020 at 5:36 pm

    The pressure is zero when the soil voids are filled with air, and is negative when the voids are partly filled with water (in which case surface-tension forces operate to achieve a suction effect and the shear strength of the soil is increased).

    The pressure is zero when the soil voids are filled with air, and is negative when the voids are partly filled with water (in which case surface-tension forces operate to achieve a suction effect and the shear strength of the soil is increased).

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Asked: July 15, 2020In: Geotechnical Engineering

Which type of soil is present in desert?

vivek gami
vivek gami

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Which type of soil is present in desert?

  1. nikeetasharma

    nikeetasharma

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    nikeetasharma Guru
    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 20, 2020In: Geotechnical Engineering

What is the meaning of shear strength in soil?

fathima
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fathima Beginner

What is the meaning of shear strength in soil?

  1. nikeetasharma

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    nikeetasharma Guru
    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 Creep in Soil Mechanics?

vivek gami
vivek gami

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

  1. Kuldeep Singh

    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: August 2, 2020In: Geotechnical Engineering

What is disturbed and undisturbed soil sample?

vivek gami
vivek gami

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What is disturbed and undisturbed soil sample?

  1. nikeetasharma

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    nikeetasharma Guru
    Added an answer on December 21, 2020 at 9:25 am

    Disturbed soil sample is one in which the structure of the soil has been changed sufficiently that tests of the structural properties of the soil will not be representatives of in-situ conditions, and only properties of soil grains can be accurately determined. Undisturbed soil sample is one where tRead more

    Disturbed soil sample is one in which the structure of the soil has been changed sufficiently that tests of the structural properties of the soil will not be representatives of in-situ conditions, and only properties of soil grains can be accurately determined.

    Undisturbed soil sample is one where the condition of the soil in the sample is close enough to the conditions of the soil in in-situ to allow tests of structural properties of the soil to be used to approximate the properties of the soil in-situ.

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Asked: July 16, 2020In: Geotechnical Engineering

Which best material for backfill of retaining wall?

Vivek Patel
Vivek Patel

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Which best material for backfill of retaining wall?

  1. nikeetasharma

    nikeetasharma

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    nikeetasharma Guru
    Added an answer on October 1, 2020 at 7:28 pm

    Thus when it comes to backfill, it refers to the dirt behind the wall. In order to provide proper drainage, atleast 12 inches of granular backfill (gravel or a similar aggregate) should be installed directly behind the wall. Compacted native soil can be used to backfill the rest of the space behindRead more

    Thus when it comes to backfill, it refers to the dirt behind the wall. In order to provide proper drainage, atleast 12 inches of granular backfill (gravel or a similar aggregate) should be installed directly behind the wall. Compacted native soil can be used to backfill the rest of the space behind the wall.

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Asked: September 19, 2020In: Geotechnical Engineering

Why is the degree of saturation of soil treated as constant throughout the consolidation process?

aviratdhodare
aviratdhodare

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aviratdhodare

As the consolidation process continues, water will be expelled out. Why is the degree of saturation of soil treated as constant throughout the consolidation process?

  1. nikeetasharma

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    Added an answer on November 26, 2020 at 11:55 am

    The degree of saturation denotes the actual relationship between the weight of moisture existing in a space and the weight that would exist if the space were saturated. It can be also said as the percentage of water that occupies the pore spaces present in soil and is said to be degree of saturationRead more

    The degree of saturation denotes the actual relationship between the weight of moisture existing in a space and the weight that would exist if the space were saturated.

    It can be also said as the percentage of water that occupies the pore spaces present in soil and is said to be degree of saturation. Basically, the soil has three phases soil solid, water and air. If the pore and void space in the soil is fully occupied by water, then it is fully saturated and the degree of saturation is 100%. If the void space in the soil is partially occupied by water, then it is said to be partially saturated.

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Asked: September 19, 2020In: Geotechnical Engineering

What is the equation of A-line in the plasticity chart?

aviratdhodare
aviratdhodare

aviratdhodare

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aviratdhodare

What is the equation of A-line in the plasticity chart?

  1. nikeetasharma

    nikeetasharma

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    Added an answer on November 26, 2020 at 12:09 pm

    Fine grained soils are classified based on the plasticity chart. The equation of A line is ; Ip=0.73(liquid limit -20) Ip=plasticity index

    Fine grained soils are classified based on the plasticity chart. The equation of A line is ;

    Ip=0.73(liquid limit -20)

    Ip=plasticity index

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