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Geotechnical Engineering

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Discy Latest Questions

Asked: February 5, 2020In: Geotechnical Engineering

What is the reference in standards for Optimum Moisture Content Range?

luqmanidaham
luqmanidaham

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Hi, With regards to your article (link: https://theconstructor.org/geotechnical/soil-maximum-dry-density-optimum-moisture-content/18426/), what is the reference in standards. I done check with BS 1377:1990 Part 4 ; but there is no statement saying the range of optimum moisture content for different soil type. If your author ...

  1. Neenu S K

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    Neenu S K
    Added an answer on February 9, 2020 at 11:50 pm

    The optimum moisture content of soil actually varies and a standard value for silt, clay, and sand is not strictly mentioned in most of the codes. The values mentioned in the article were based on the general laboratory test values based on Indian Standard Tests and Indian soil conditions. If my knoRead more

    The optimum moisture content of soil actually varies and a standard value for silt, clay, and sand is not strictly mentioned in most of the codes. The values mentioned in the article were based on the general laboratory test values based on Indian Standard Tests and Indian soil conditions.

    If my knowledge is right, we do mention the average moisture content value within a range.

    Thanks for your feedback and query

     

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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: December 18, 2018In: Geotechnical Engineering

What are the soil tests required for a 3 storey building?

Geolink
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What are the soil tests required for a 3 storey building and the standards for each test?

  1. AdityaBhandakkar

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    Added an answer on August 23, 2020 at 10:44 am

    Investigation of soil depends upon the type of soil and its topographic condition but not to the number of storeys. For a three-storey building, the soil must be stable with good bearing capacity and does not show any settlement in the previous loading. The following are the tests performed on the sRead more

    Investigation of soil depends upon the type of soil and its topographic condition but not to the number of storeys.

    For a three-storey building, the soil must be stable with good bearing capacity and does not show any settlement in the previous loading.

    The following are the tests performed on the soil to check its geotechnical properties during the construction of any structure; it may be three storeys or more.

    1. Moisture content of soil determined by oven drying method, calcium carbide method torsion balance method, pycnometer method, radiation method, alcohol method and sand bath method.
    2. Test of specific gravity: it is the ratio of the density of soil to the density of water.
    3. Test of Dry Density: it depends upon the value of void ratio and a specific gravity of soil. This test is used to determine the soil as a medium dense, loose and Dense.
    4. Test to find atterberg limit: three types of the limit are there that is the liquid limit, plastic limit and shrinkage limit.
    5. Compaction test on the soil by proctors method.
    6. Bearing capacity value of soil.
    7. Penetration test on soil
    8. Share test on soil: it is performed by the direct shear test method, triaxial compression test, unconfined shear test, Vane shear test.

    Hope you get the answer.

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Asked: January 11, 2019In: Geotechnical Engineering

Soil Sample for Proctor Compaction Test

Ishaq Ahmed
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I have confusion regarding proctor compaction test. As per Is code 2720: 8, soil sample used should be sieved through 19mm sieve.Then what is the relevance of 4.75mm sieve? Please clarify me regarding the soil sample and the usage of ...

  1. Madeh Izat Hamakareem

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    Added an answer on July 29, 2019 at 4:24 pm

    As per Is code 2720: 8 section 4.1.1, Sieve No.4 is used to check whether aggregation materials after they have been broken into individual particles. and only individual particles shall be retained on the sieve no. 4. So, sieve No. 4 is used to check whether the aggregation materials have been brokRead more

    As per Is code 2720: 8 section 4.1.1, Sieve No.4 is used to check whether aggregation materials after they have been broken into individual particles. and only individual particles shall be retained on the sieve no. 4. So, sieve No. 4 is used to check whether the aggregation materials have been broken down properly or not.

    Based on ASTM D698-00a, Sieve no. 4 used to determine the method of compaction test. This Standard provides three Method of testing namely Method A, Method B, and Method C.

    Method A may be used if 20 % or less by mass of the material is retained on the No. 4 (4.75-mm) sieve.

    Method B Shall be used if more than 20 % by mass of the material is retained on the No. 4 (4.75-mm) sieve and 20 % or less by mass of the material is retained on the 3⁄8-in. (9.5-mm) sieve.

    Method C —Shall be used if more than 20 % by mass of the material is retained on the 3⁄8-in. (9.5-mm) sieve and less than 30 % by mass of the material is retained on the 3⁄4-in. (19.0-mm) sieve.

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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 27, 2020In: Geotechnical Engineering

What is the bearing capacity of soil? How can we calculate it?

Dhanya
Dhanya

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What is the bearing capacity of soil? How can we calculate it?

  1. CB Sowmya

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    Added an answer on July 29, 2020 at 6:13 pm

    With the previous answer, I would like to add the following. Bearing capacity plays a major role in the foundation design of a structure. Bearing capacity (kN/sq.m) is the maximum load that the soil can take per unit area without failure, displacement, or yielding. Bearing capacity depends on the soRead more

    With the previous answer, I would like to add the following.

    Bearing capacity plays a major role in the foundation design of a structure. Bearing capacity (kN/sq.m) is the maximum load that the soil can take per unit area without failure, displacement, or yielding. Bearing capacity depends on the soils structure, density, permeability, porosity, and shear strength. Mostly, based on the bearing capacity, we arrive at the type and dimensions on the footing,

    The tests have already been included in the answer by Vivek Patel.

    To know more about, bearing capacity of soils,

    https://theconstructor.org/geotechnical/bearing-capacity-of-soil-calculation/11996/

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Asked: July 20, 2020In: Geotechnical Engineering

What is the meaning of shear strength in soil?

fathima
fathima

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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: September 19, 2020In: Geotechnical Engineering

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

aviratdhodare
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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