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Geotechnical Engineering

Home/Geotechnical Engineering/Page 5

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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: September 19, 2020In: Geotechnical Engineering

What is adsorbed water, and how does it affect the permeability of soil?

aviratdhodare
aviratdhodare

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What is adsorbed water, and how does it affect the permeability of soil?

  1. sanjaypakad

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

    Adsorbed water The term 'Adsorbed water' as it applies to the area of reclamation can be defined as ' Water in a soil or rock mass, held by physico-chemical forces, having physical properties substantially different from absorbed water or chemically combined water, at the same temperature and pressuRead more

    Adsorbed water

    The term ‘Adsorbed water’ as it applies to the area of reclamation can be defined as ‘ Water in a soil or rock mass, held by physico-chemical forces, having physical properties substantially different from absorbed water or chemically combined water, at the same temperature and pressure’.

    How affects the permeability :

    Fine particles of clay are surrounded by films of adsorbed water. Forces of adsorption and development of diffuse ion-layer around the clay particles create immobilized hydrodynamic layers of water, thereby reducing the effective pore space available for seepage.

     

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Asked: May 14, 2020In: Geotechnical Engineering

What is the Applications of Unified Soil Classification System?

Tah Songkai
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What is the applications of the Unified Soil Classification System?

  1. Gopal Mishra

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    Added an answer on May 14, 2020 at 7:35 pm

    Unified soil classification system is adopted by ASTM D-2487-98 and IS:1498-1970 for classification and identification of soils for general engineering purposes. Refer this article details on Unified Soil Classification System

    Unified soil classification system is adopted by ASTM D-2487-98 and IS:1498-1970 for classification and identification of soils for general engineering purposes.

    Refer this article details on Unified Soil Classification System

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Asked: June 24, 2020In: Geotechnical Engineering

What is Submerged Density and Degree of Shrinkage?

Manas Ranjan Patra
Manas Ranjan Patra

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  What is the submerged density and degree of shrinkage?

  1. Kuldeep Singh

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    Added an answer on June 28, 2020 at 10:30 pm

    Submerged density or bouyant density is the density of a mass of soil as observed under water in a saturated condition of course. Suppose you are calculating the density when the soil mass and you yourself are submerged. It is calculated as the difference of the soil density in air and the density oRead more

    Submerged density or bouyant density is the density of a mass of soil as observed under water in a saturated condition of course. Suppose you are calculating the density when the soil mass and you yourself are submerged. It is calculated as the difference of the soil density in air and the density of water, divided by the density of water.

    SD = (density of soil – density of water) / density of water

    or

    SD = density of soil in air – 1

    It is also defined as the mass of soil minus the mass of water displaced by it upon submergence, divided by the volume.

    This concept is particularly useful in determining the bouyancy of submerged soils and is crucial in equations of sediment transport in rivers. If the bouyant density equals 1, the soil just floats. If it gets negative, soil will rise in water.

    Degree of shrinkage is another concept. It is the amount of water content reduction needed to bring the soil to its shrinkage limit, expressed as percent of the original water content.

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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: 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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Asked: September 19, 2020In: Geotechnical Engineering

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

aviratdhodare
aviratdhodare

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aviratdhodare

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: 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

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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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