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Geotechnical Engineering

Home/Geotechnical Engineering/Page 3

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  1. Asked: July 13, 2020In: Geotechnical Engineering

    What is different between Prandtal mixing length and Boundarylayer ?

    Vivek Patel

    Vivek Patel

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    Vivek Patel User
    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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  2. Asked: July 29, 2020In: Geotechnical Engineering

    What is the Average Density of Soil?

    INDER KUMAR YADAV

    INDER KUMAR YADAV

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    INDER KUMAR YADAV Learner
    Added an answer on July 30, 2020 at 11:28 pm

    Soil density is defined in two different terms. particle density bulk density In terms of particle density the density of soil is  2.65 gram per cubic centimeter. in terms of bulk density, the density of soil is 1.6 gram per cubic centimeter. Image shows below that how the density of soil is measureRead more

    Soil density is defined in two different terms.

    1. particle density
    2. bulk density

    In terms of particle density the density of soil is  2.65 gram per cubic centimeter.

    in terms of bulk density, the density of soil is 1.6 gram per cubic centimeter.

    Image shows below that how the density of soil is measured

    Bulk Density - Measurement | Fact Sheets | soilquality.org.au

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  3. Asked: July 27, 2020In: Geotechnical Engineering

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

    Vivek Patel

    Vivek Patel

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    Vivek Patel User
    Added an answer on July 28, 2020 at 10:45 pm

    The bearing capacity means the soil can transfer the load safely from the foundation to the soil strata without excessive settlement and without any type of failure. Soil bearing capacity can be identify by some test: Dynamic cone penitration test Static cone penitration test Plate load test CBR tesRead more

    The bearing capacity means the soil can transfer the load safely from the foundation to the soil strata without excessive settlement and without any type of failure.

    Soil bearing capacity can be identify by some test:

    • Dynamic cone penitration test
    • Static cone penitration test
    • Plate load test
    • CBR test

    Those all test are conducted at site to identify soil bearing capacity.

    Two criteria majorly accounted for foundation failure

    1. Excessive settlement and relative settlement
    2. Shear failure of soil (punching failure, local shear failure and general shear failure)
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  4. Asked: July 24, 2020In: Geotechnical Engineering

    What is zero air void line in soil?

    Abbas Khan Civil Engineer

    Abbas Khan Civil Engineer

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    Abbas Khan Civil Engineer Learner
    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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  5. Asked: July 20, 2020In: Geotechnical Engineering

    What are the method for finding Bearing capacity of soil?

    Preet Chovatiya

    Preet Chovatiya

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    Preet Chovatiya Learner
    Added an answer on July 22, 2020 at 12:12 am

    Soil bearing capacity can be determined by below methods:- Penetration test Centrifuge test Analytical method Plate bearing test Modern testing method Presumptive analysis

    Soil bearing capacity can be determined by below methods:-

    1. Penetration test
    2. Centrifuge test
    3. Analytical method
    4. Plate bearing test
    5. Modern testing method
    6. Presumptive analysis
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  6. Asked: July 20, 2020In: Geotechnical Engineering

    What is the meaning of shear strength in soil?

    Vivek Patel

    Vivek Patel

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    Vivek Patel User
    Added an answer on July 20, 2020 at 9:00 pm

    Shear strength of soil is resistance against shear come from the footing of structure. Shear strength gives soil bearing capacity of structure footing without excessive settlement.   Shear strength of soil is given by coulomb. Shear strength = c +φ tan ∅ Where c= cohesion φ= normal stress ∅ = aRead more

    Shear strength of soil is resistance against shear come from the footing of structure.

    Shear strength gives soil bearing capacity of structure footing without excessive settlement.

     

    Shear strength of soil is given by coulomb.

    Shear strength = c +φ tan ∅

    Where c= cohesion

    φ= normal stress

    ∅ = angle of internal friction of soil

     

    In clay angle of internal friction is very less and in sandy soil, cohesion is very less.

    Some of the test is use for finding out shear strength of soil like

    • Ven shear test
    • Triaxial test
    • Plate load bearing test
    • Box test etc

     

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  7. Asked: July 19, 2020In: Geotechnical Engineering

    Why abutment in bridge is designed as earth pressure and rest condition?

    Kuldeep Singh

    Kuldeep Singh

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    Kuldeep Singh Learner
    Added an answer on July 20, 2020 at 10:48 am

    Earth pressure at rest is used for the design of underground structures, be abutments, etc. because it is expected that there would be no lateral displacement in the soil mass after construction is complete and during the life of the structure. Also, if you test the earth pressure in the field arounRead more

    Earth pressure at rest is used for the design of underground structures, be abutments, etc. because it is expected that there would be no lateral displacement in the soil mass after construction is complete and during the life of the structure.

    Also, if you test the earth pressure in the field around these structures, it matches very well with the calculated earth pressure at rest for normally consolidated soils.

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  8. 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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