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Geotechnical Engineering

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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: July 27, 2020In: Geotechnical Engineering

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

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: September 23, 2020In: Geotechnical Engineering

How can Artificial Intelligence be used in Geotechnical Engineering?

nikeetasharma
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How can Artificial Intelligence be used in Geotechnical Engineering?

  1. AdityaBhandakkar

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    Added an answer on October 8, 2020 at 6:07 pm
    This answer was edited.

    Hi, Geotechnical engineering deals with materials (e.g., soil and rock) that, by their very nature, exhibit varied and behavior due to the physical processes associated with the formation of these materials. Modeling such materials' behavior is complicated and usually beyond the ability of most tradRead more

    Hi,

    Geotechnical engineering deals with materials (e.g., soil and rock) that, by their very nature, exhibit varied and behavior due to the physical processes associated with the formation of these materials. Modeling such materials’ behavior is complicated and usually beyond the ability of most traditional forms of physically-based engineering methods. Artificial intelligence (AI) is becoming more popular and particularly amenable to modeling most geotechnical engineering materials’ complex behavior because it has demonstrated superior predictive ability compared to traditional methods. Over the last decade, AI has been applied successfully to virtually every problem in geotechnical engineering. However, despite this success, AI techniques are still facing classical opposition due to some inherent reasons such as lack of transparency, knowledge extraction, and model uncertainty, which will discuss in detail in this chapter. Among the available AI, techniques are artificial neural networks (ANNs), genetic programming (GP), evolutionary polynomial regression (EPR), support vector machines, M5 model trees, and K-nearest neighbors (Elshorbagy et al.,2010). This chapter will focus on three AI techniques, including ANNs, GP, and EPR. 

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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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Asked: October 5, 2020In: Geotechnical Engineering

What is an Outcrop in the Rocks?

aviratdhodare
aviratdhodare

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What is an Outcrop in the Rocks? What is its significance in civil engineering?

  1. nikeetasharma

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    Added an answer on October 8, 2020 at 1:05 pm

    Rock outcrops are defined as visible exposures of bedrock or other geologic formations at the surface of the Earth. Rock outcrops take many different forms within the Park, ranging from the massive granite boulders of Old Rag Mountain, to the sheer cliffs of Little Stony Man, and the jumbled boulderRead more

    Rock outcrops are defined as visible exposures of bedrock or other geologic formations at the surface of the Earth. Rock outcrops take many different forms within the Park, ranging from the massive granite boulders of Old Rag Mountain, to the sheer cliffs of Little Stony Man, and the jumbled boulder fields of Blackrock.

    Most civil engineering projects involve some excavation of soils and rocks, or involve loading the Earth by building on it. In some cases, the excavated rocks may be used as constructional material, and in others, rocks may form a major part of the finished product, such as a motorway cutting or the site f or a reservoir. The feasibility, the planning and design, the construction and costing, and the safety of a project may depend critically on the geological conditions where the construction will take place. This is especially the case in extended ‘greenfield’ sites, where the area affected by the project stretches for kilometres, across comparatively undeveloped ground. Examples include the Channel Tunnel project and the construction of motorways. In a section of the M9 motorway linking Edinburgh and Stirling that crosses abandoned oil-shale workings, realignment of the road, on the advice of government geologists, led to a substantial saving. In modest projects, or in those involving the redevelopment of a limited site, the demands on the geological knowledge of the engineer or the need for geological advice will be less, but are never negligible. Site investigation by boring and by testing samples may be an adequate preliminary to construction in such cases.

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Asked: July 15, 2020In: Geotechnical Engineering

Which are the factor that affect Permeability of Soil ?

vivek gami
vivek gami

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Which are the factor that affects the Permeability of Soil?

  1. AdityaBhandakkar

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    Added an answer on August 22, 2020 at 2:27 pm

    Permeability of soil is an important property of soil study as a civil engineering point of view. Permeability of a soil is the property to allow water to pass from a series of pores. Following are some factors which affect the permeability Shape and size of the soil particles Temperature and climatRead more

    Permeability of soil is an important property of soil study as a civil engineering point of view.

    Permeability of a soil is the property to allow water to pass from a series of pores.

    Following are some factors which affect the permeability

    1. Shape and size of the soil particles
    2. Temperature and climatic conditions
    3. Degree of saturation of soil
    4. The specific surface area of the particles present in the soil
    5. Void ratio of soil
    6. Properties of water absorption
    7. Nature of soil
    8. Mechanical properties of soil
    9. Characteristics of expansion and contraction

    But I recommend you to read details about all the above properties from the article:

    https://theconstructor.org/geotechnical/factors-affecting-soil-permeability/29563/

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Asked: January 4, 2019In: Geotechnical Engineering

Why we Conduct the SPT Test in Soil investigation?

Vinnarasan
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Why we conduct soil penetration test in soil investigation?

  1. AdityaBhandakkar

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    Added an answer on August 23, 2020 at 10:41 am
    Why we Conduct the SPT Test in Soil investigation?

    As a civil engineer to check the geotechnical properties of soil, three guests must be performed the shear test, bearing test, and penetration test. A penetration test is performed by three methods, standard penetration test A dynamic cone penetration test Cone penetration test or Dutch cone penetraRead more

    As a civil engineer to check the geotechnical properties of soil, three guests must be performed the shear test, bearing test, and penetration test.

    A penetration test is performed by three methods,

    1. standard penetration test
    2. A dynamic cone penetration test
    3. Cone penetration test or Dutch cone penetration test.

    In Geotechnical engineering, the value of standard penetration test is widely used for determining technical properties of soil.

    1. To check the soil parameters
    2. Value of cohesion and angle of internal friction with imperial relations.
    3. To know the deformation modulus.
    4. To check the consistency of soil
    5. For determining the bearing capacity of soil

    This test is globally used to determine various engineering and geotechnical properties for soil investigations.

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Asked: April 28, 2019In: Geotechnical Engineering

What Factors Affects the Number of Boreholes and their Depths in Subsoil Investigation?

Anitha
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Explain the various factors that help decide the number and depth of boreholes required for subsoil investigation

  1. Rohan

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    Added an answer on September 19, 2019 at 8:29 am

    When the depth and position of exploration are selected one has to comply with the following guidelines: • Points of exploration have to be distributed in such a way that foundation soil layering can be determined across the location • Points of exploration for a building or structure have to be posRead more

    When the depth and position of exploration are selected one has to comply with the following guidelines:

    • Points of exploration have to be distributed in such a way that foundation soil layering can be determined across the location
    • Points of exploration for a building or structure have to be positioned on the critical point of the structure in relation to shape, behavior and expected load transfer of the structure
    • For route structures, points of exploration have to be distributed on appropriate distances from the central line, depending on a total width of structure such as the width of embankment or width of a cut
    • For structures on slopes and cuts (including excavations) or in their vicinity, points of exploration have to also be distributed outside the design area and positioned so that the slope or excavation stability can be determined; if anchors are foreseen one has to take into account probable stresses in the vicinity of their load transfer area
    • Points of exploration have to be distributed so that they pose no danger for structures, construction works or the environment
    • The considered area has to stretch into the neighboring location. The length has to cover the expected negative influence in that location.
    • For points of underground water measurement, one has to take into account the possibility of usage, after the initial positioning, for the continuance of measurement during and after construction.

    If the conditions in the foundation soil are relatively equal or it is known that the foundation soil has satisfying stiffness and strength, less exploration point can be foreseen or they can be on bigger distances. In any case, that kind of selection has to be justified by experience.

    If structures are built on layers that satisfy stiffness and strength, depth of exploration can be reduced to za = 2,0 m unless equal geological conditions when at least one borehole should reach the depth of za = 5,0 m. If the bedrock is located on a depth that matches the foreseen base of the structure, that depth has to be taken as a referent point za. Otherwise, za is referred to as the solid bedrock.

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