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Asked: July 16, 2020In: Foundation

What is Universal Foundation?

Vivek Patel
Vivek Patel

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What is Universal Foundation? Where it is use?

  1. vivek gami

    vivek gami

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    Added an answer on July 16, 2020 at 4:40 pm

    universal foundation is pile foundation. it is used at all location, so we call it universal foundation in simple way basically pile foundation use at where bearing capacity of soil is low where chances of differential settlement of foundation where structural load is very high like bridge or skyskiRead more

    universal foundation is pile foundation.

    it is used at all location, so we call it universal foundation in simple way

    basically pile foundation use at

    • where bearing capacity of soil is low
    • where chances of differential settlement of foundation
    • where structural load is very high like bridge or skyskiper building
    • where black cotton soil is present
    • where bearing strata depth is very high
    • where structure need to resist excessive vibration (wind mill)
    • pile foundation we can use every where.
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Asked: May 26, 2020In: Foundation

Difference between Gross Bearing Capacity and Safe Bearing Capacity of Soil?

RaghavArora
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What is the difference between Safe Bearing Capacity and Gross Bearing Capacity?

  1. Neenu S K

    Neenu S K

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    Added an answer on May 30, 2020 at 4:02 pm

    Hi, In gross bearing capacity, the gross load is taken. Loads from the superstructure, self-weight of the foundation, and overburden pressure are the gross loads. Gross bearing capacity value is not taken in design as it is very high. Safe bearing capacity is the bearing capacity value that neglectsRead more

    Hi,

    In gross bearing capacity, the gross load is taken. Loads from the superstructure, self-weight of the foundation, and overburden pressure are the gross loads. Gross bearing capacity value is not taken in design as it is very high.

    Safe bearing capacity is the bearing capacity value that neglects the overburden pressure and stress due to the footing weight. It is obtained by considering the factor of safety, i.e. net load is taken into consideration. More detailed explanation is given below.

    GROSS BEARING CAPACITY OF SOIL (qu)

    • It is also called as Ultimate Bearing Capacity of Soil
    • It is represented by qu
    • Minimum gross pressure or load on the soil that can cause shear failure of the soil just below the footing.
    • Gross bearing capacity of the soil is defined based on gross load.
    • Gross load includes: Loads from superstructure, self-weight of the foundation and overburden pressure.

    NET ULTIMATE BEARING CAPACITY OF SOIL (qnu)

    • Represented by qnu
    • Net ultimate bearing Capacity = Gross bearing Capacity – (Stress due to weight of the footing + Stress due to overburden or surcharge)
    • As shown in below figure, the depth of footing is Df, if the density of footing and soil are same, equal to γ. Then, qnu= qu – γDf

    SAFE BEARING CAPACITY OF SOIL

    • Safe Bearing capacity of soil is obtained after applying the factor of safety.
    • It is divided into two:
      • Safe Net Bearing Capacity
      • Safe Gross Bearing Capacity
    • Safe Net Bearing Capacity is defined as the net soil pressure that can be safely applied to the soil considering shear failure alone. It is obtained as qns = Net Ultimate Bearing Capacity (qnu)/Factor of Safety, i.e. qns = qnu/FS
    • Safe Gross Bearing Capacity or Safe bearing Capacity is defined as the maximum gross pressure that soil can carry without shear failure. It is given by safe gross bearing capacity qs = qns + γDf
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Asked: July 16, 2020In: Foundation

What is contect pressure in footing?

Vivek Patel
Vivek Patel

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What is content pressure in footing? How it is determine?

  1. vivek gami

    vivek gami

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    Added an answer on July 16, 2020 at 4:22 pm

    < strong>contact pressure is the pressure between footing end and soil strata where we rest the footing. we should have safe contact pressure to avoid foundation failure like (punching failure, shear failure, excessive settlement of the foundation, etc. )   it is express by load per area it isRead more

    < strong>contact pressure is the pressure between footing end and soil strata where we rest the footing.

    we should have safe contact pressure to avoid foundation failure like (punching failure, shear failure, excessive settlement of the foundation, etc. )

     

    it is express by load per area

    it is depending on

    • elastic property of soil
    • type of foundation either flexible or rigid
    • type of soil and its various property

    see the figure to more understanding

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Asked: September 25, 2020In: Foundation

What is meant by stability of slope ? How to calculate slope stability?

nikeetasharma
nikeetasharma

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what is stability of slope and how can we calculate it?

  1. aviratdhodare

    aviratdhodare

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    Added an answer on January 3, 2021 at 7:09 pm
    This answer was edited.

    Slope stability is the process of calculating and assessing how much stress a particular slope can manage before failing. Examples of common slopes include roads for commercial use, dams, excavated slopes, and soft rock trails in reservoirs, forests, and parks. Considering the importance of slope stRead more

    Slope stability is the process of calculating and assessing how much stress a particular slope can manage before failing. Examples of common slopes include roads for commercial use, dams, excavated slopes, and soft rock trails in reservoirs, forests, and parks. Considering the importance of slope stability to their work, it’s beneficial for civil engineers to understand how to properly evaluate slope stability and leverage various techniques to achieve slope stabilization.

    Evaluating Slope Stability

    Civil engineers evaluate slope stability on the following premise: if a slope is stable enough to resist movement, then it is considered stable; whereas if the movement is too strong for a slope, then it is considered unstable. There are a number of elements that factor into determining slope stability and are analyzed through a series of tests by civil engineers. Four of the most prominent factors include:

    • Relief – height differences amongst the slope’s terrain.
    • Material Strength – the strength of the material used in creating the slope.
    • Soil Water Content – relative amount of water in the soil surrounding the slope.
    • Vegetation – plants and vegetation covering and/or surrounding the slope area.

    Another factor which civil engineers must keep in mind is whether they are interested in determining short-term stability, long-term stability, or both. In either of these cases, civil engineers will need to evaluate the soil and determine if there is potential for slippage or sliding. In analyzing for long-term stability, engineers will also need to consider a number of factors, such as evaluating the potential quality of the soil in five or ten years or potential environmental events that could rupture or alter the soil.

    Techniques for Stabilization

    There are a number of techniques that civil engineers can leverage in achieving stabilization, some of which include:

    • Anchor blocking – where blocks are strategically placed across the slope to resist the movement of sliding soil.
    • Soil nailing – stabilization is achieved through the use of steel nails, which help provide support to the slope and/or infrastructure.
    • Gabions – attempt to provide stability through the use of walls (similar to blocks) formed with the soil. These walls are capable of being temporary for stability rehabilitation or permanent.
    • Micropile slide stabilization system – uses micropiles, concrete beams, and at times anchors to achieve stabilization. With this system, civil engineers insert a concrete beam into the ground then drill micropiles into the beam at various angles. Once complete, the connected micropiles will provide enough stability to protect an infrastructure from any sliding forces it may encounter.

    One of the more recent trends in slope stability is the implementation of sustainable slopes, particularly for flood protection systems. This process has become quite complicated as a result of the numerous variables that come with introducing a new and powerful element such as water. Due to these variables, civil engineers have had to expand and tighten their assessment and calculation skills as they deal with new uncertainties, such as the exact strength and power of a given flood.

    3D slope analysis is another growing trend for achieving and maintaining slope stability. Although not always necessary, 3D slope analysis has developed into a unique component of the slope stability process as it provides civil engineers with the capability to observe and analyze the actual state of the slope, as opposed to 2D which often relies upon assumptions to simplify the process. Furthermore, 2D slope analysis can be done only once a civil engineer knows the configuration and soil framework, whereas 3D slope analysis is able to manage more complex and potentially unknown factors. Examples of when 3D slope analysis may be used include:

    • Slopes featuring complex geometry
    • Differences in the geometry of slope and slip surface
    • Locally surcharged slope

    Slope stability has become a crucial component of America’s expanding infrastructure ecosystem. By calculating slope stability, civil engineers are able to create beautiful and innovative infrastructures in regions and areas that in the past were deemed unsafe for a building. Furthermore, the insight gained by determining slope stability has given civil engineers an expanded understanding of natural laws and forces, which they can study to improve future projects, as well as progress the civil engineering industry as a whole.

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Asked: July 24, 2020In: Foundation

What is punching shear failure of foundation?

Vivek Patel
Vivek Patel

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What is punching shear failure of foundation?

  1. nikeetasharma

    nikeetasharma

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    Added an answer on December 21, 2020 at 7:06 pm

    The causes of punching shear failure are as follows :- - Poor drainage. Some examples of poor drainage include short downspouts clogged gutters , or lack of waterproofing. - Weather conditions - Poor soil conditions - Transpiration - Poor building site and ground preparation

    The causes of punching shear failure are as follows :-

    – Poor drainage. Some examples of poor drainage include short downspouts clogged gutters , or lack of waterproofing.

    – Weather conditions

    – Poor soil conditions

    – Transpiration

    – Poor building site and ground preparation

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Asked: May 15, 2020In: Foundation

What is the Possibility of Footing Failure with Reduced Cement Content?

Stranger tides
Stranger tides

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During manual concreting of a raft footing which was designed for M25 grade concrete, the estimated cement required was 240 bags, while the laborers due to sheer negligence have added only 140 bags. The Soil conditions are good. There was ...

  1. Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on October 19, 2020 at 10:41 pm
    This answer was edited.
    What is the Possibility of Footing Failure with Reduced Cement Content?

    Effect of cement content on strength of footing: The result reveals that the strength of concrete Foundation increases with increasing cement content in it. However, for concrete with cement content more than 150 kg per metre cube then the strength increases with the increase in the size of coarse aRead more

    Effect of cement content on strength of footing:

    The result reveals that the strength of concrete Foundation increases with increasing cement content in it.


    However, for concrete with cement content more than 150 kg per metre cube then the strength increases with the increase in the size of coarse aggregate up to 25 mm and decreases as the aggregate size increases beyond 25mm.


    Without a proper range of cement in the mixture then low strength development or excessive shrinkage may occur leading to premature deterioration.


    Thank you.  

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Asked: September 22, 2020In: Foundation

In which type of soil can we use pile foundation?

nikeetasharma
nikeetasharma

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explain briefly about pile foundation and in which type of soil it can be used?

  1. Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on November 21, 2020 at 5:48 pm
    This answer was edited.

    Pile foundations are habitually used for large structures and in certain situations where the soil at shallow depth is unsuitable to withstand excessive settlement & resist uplift. Thank You.

    Pile foundations are habitually used for large structures and in certain situations where the soil at shallow depth is unsuitable to withstand excessive settlement & resist uplift.


    Thank You.

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Asked: July 22, 2020In: Foundation

What is Pedestal in Column?

vivek gami
vivek gami

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What is Pedestal in Column? What is the minimum steel criteria of it?

  1. nikeetasharma

    nikeetasharma

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    Added an answer on November 22, 2020 at 3:44 pm

    When the height of member is less than 3times the least lateral dimensions of column it is termed as pedestal whereas when the value is greater than 3times least lateral dimension it is termed as column. For Pedestals (whose effective length is less than three times the least lateral dimension) theRead more

    When the height of member is less than 3times the least lateral dimensions of column it is termed as pedestal whereas when the value is greater than 3times least lateral dimension it is termed as column.

    For Pedestals (whose effective length is less than three times the least lateral dimension) the minimum reinforcement is specified as 0.15 percent cross sectional area of concrete.

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