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Geotechnical Engineering

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Asked: September 19, 2020In: Geotechnical Engineering

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

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

  1. 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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Asked: September 19, 2020In: Geotechnical Engineering

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

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: November 4, 2017In: Geotechnical Engineering

How to Measure Loads and Pressures on Geotechnical Structures?

Gopal Mishra
Gopal Mishra

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How to measure loads and pressures on geotechnical structures?

  1. Gopal Mishra

    Gopal Mishra

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    Gopal Mishra
    Added an answer on November 4, 2017 at 12:05 am

    Please be specific about your question. Provide more details to get answers.

    Please be specific about your question. Provide more details to get answers.

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Asked: July 15, 2020In: Geotechnical Engineering

What is Supersaturated in Soil?

vivek gami
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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: October 12, 2020In: Geotechnical Engineering

What are the Methods of Interpolation of Contours?

ISMAEL PUNGA
ISMAEL PUNGA

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What are the Methods of Interpolation of Contours?

  1. nikeetasharma

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    Added an answer on October 14, 2020 at 6:36 pm

    Interpolation of the contours is the process of spacing the contours proportionately between the plotted ground points established by indirect methods. The methods of interpolation are based on the assumption that the slope of ground between the two points is uniform. Methods of interpolation of conRead more

    Interpolation of the contours is the process of spacing the contours proportionately between the plotted ground points established by indirect methods. The methods of interpolation are based on the assumption that the slope of ground between the two points is uniform.

    Methods of interpolation of contour are as follows :-

    1. Arithmetic calculation
    2. Graphical calculation
    3. Estimation calculation

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Asked: July 16, 2020In: Geotechnical Engineering

Explain the construction & use of New Mark’s influence chart?

DevilAVRT
DevilAVRT

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Explain the construction & use of New Mark’s influence chart?

  1. Suyogmuralkar

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    Added an answer on August 21, 2020 at 1:30 pm

    Hi devilart, This method is used to compute the vertical and horizontal stresses of any shape ,irregular geometry below any point outside or inside The chart as shown in the above figure essentially consists of n no. of radial lines and m no. of concentric circles.   To find out vertical stressRead more

    Hi devilart, This method is used to compute the vertical and horizontal stresses of any shape ,irregular geometry below any point outside or inside

    The chart as shown in the above figure essentially consists of n no. of radial lines and m no. of concentric circles.

     

    To find out vertical stress at any point below or outside the loaded area, Plan of the loaded area is drawn such that depth Z at which stress is being computed equals the length AB as shown on

    N = No. of blocks. Bina Nusantara.

    Further, the plan is placed over influence chart such that the point below which stress is required coincides with the center of chart Then count the number of influence area (N) covered by the plan

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Asked: September 22, 2020In: Geotechnical Engineering

How can we differentiate clay and silt apart from its sizes?

Komal Bhandakkar
Komal Bhandakkar

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How can we differentiate clay and silt apart from its sizes?

  1. nikeetasharma

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    Added an answer on October 9, 2020 at 9:45 am

    Here, from a geotechnical perspective you can’t differentiate silt and clay on the basis of grain size because it can be irrelevant to material behaviour. Silt and clay are both the result of the physical and chemical breakdown of the minerals in rocks. They main difference is in chemical compositioRead more

    Here, from a geotechnical perspective you can’t differentiate silt and clay on the basis of grain size because it can be irrelevant to material behaviour.

    Silt and clay are both the result of the physical and chemical breakdown of the minerals in rocks. They main difference is in chemical composition and particle size.

    Silt is composed of silicate minerals, or those containing silicon and oxygen.

    Clay is composed of metal silicates, or silicates with metals like magnesium or aluminum associated with it.

    But in terms of handling the two as part of an experiment, the main discernible difference is particle size. Sand particles are larger than silt particles which are in turn larger than clay particles. Silt particles are about 0.05 to 0.002 millimeters in size. Clay particles are smaller than micrometer in size. So silt particles are too small to really be felt with your fingers like grains of sand. But wet silt will feel very smooth like finely ground baking flour. Clay particles are so small that they will simply feel sticky. You won’t be able to move them around your fingers like silt particles. This stickiness will be the main difference between the two in terms of touch.

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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
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

    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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