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Asked: September 25, 2020In: Foundation

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

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
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    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: September 28, 2020In: Foundation

What are the construction practices which are used to avoid differential settlement in foundation?

nikeetasharma
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What are the construction practices used to avoid differential settlement in foundation?

  1. Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on November 20, 2020 at 1:42 pm
    This answer was edited.

    Differential settlement in foundation: Usually, due to poor compaction, lower bearing capacity of the soil, high depth of hard strata, various changes in water content in soil are the basic reason behind the differential settlement of soil. Apart from that, trees & vegetation is not good for fouRead more

    Differential settlement in foundation:

    Usually, due to poor compaction, lower bearing capacity of the soil, high depth of hard strata, various changes in water content in soil are the basic reason behind the differential settlement of soil.

    Apart from that, trees & vegetation is not good for foundation safety.

    Soil consolidation is the main reason for differential settlement of the foundation.

    Foundation push piers & foundation underpinning also harms the foundation, which leads to a differential settlement.

    Thank you.

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Asked: June 11, 2020In: Foundation

How many legged stirrups do I have to provide in Footing if shear stress exceed 5 kg/cm2?

Preet Chovatiya
Preet Chovatiya

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How many-legged stirrups do I have to provide in Footing if shear stress exceeds 5 kg/cm2?

  1. Rohan Chaugule

    Rohan Chaugule

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    Added an answer on June 14, 2020 at 12:19 pm

    2 legged vertical stirrups are to be provided when shear stress increases more than 5kg/cm2. The footing undergoes punching shear due to which its stability.One-way shear has to be checked across the full width of the base slab on a vertical section located from the face of the column, pedestal or wRead more

    2 legged vertical stirrups are to be provided when shear stress increases more than 5kg/cm2. The footing undergoes punching shear due to which its stability.One-way shear has to be checked across the full width of the base slab on
    a vertical section located from the face of the column, pedestal or wall at a distance equal to
    (i) effective depth of the footing slab in case of footing slab on soil.

    2) half the effective depth of the footing slab if the footing slab is on

    Two-way or punching shear (cls.31.6 and 34.2.4)
    Two-way or punching shear shall be checked around the column on a
    perimeter half the effective depth of the footing slab away from the face of the column or pedestal
    The permissible shear stress, when shear reinforcement is not provided, shall not exceed ks c τ , where ks = (0.5 + β c ), but not greater than one, β c being the ratio of short side to long side of the column, and c τ = 0.25(fck) 1/2 in limit state
    method of design, as stipulated in. Normally, the thickness of the base slab is governed by shear. Hence, the necessary thickness of the slab has to be provided to avoid shear reinforcement.

     

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Asked: October 30, 2017In: Foundation

What is Timbering of Foundation Trenches?

Gopal Mishra
Gopal Mishra

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What is the  importance of timbering in trenches for foundations?

  1. nikeetasharma

    nikeetasharma

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    Added an answer on December 18, 2020 at 7:10 pm

    Timbering is a method of providing temporary support to the side of the trench and is sometimes called planking and strutting. It is a method to prevent trench side soil against the collapse. If the soil is not hard then during deep excavation the sides of the trench collapse. The sides of the trencRead more

    Timbering is a method of providing temporary support to the side of the trench and is sometimes called planking and strutting. It is a method to prevent trench side soil against the collapse. If the soil is not hard then during deep excavation the sides of the trench collapse.

    The sides of the trench are timbering to prevent collapse.

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Asked: July 16, 2020In: Foundation

What is diffrent between strap footing and wall footing?

Vivek Patel
Vivek Patel

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What is diffrent between strap footing and wall footing?

  1. nikeetasharma

    nikeetasharma

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    Added an answer on November 22, 2020 at 3:17 pm

    Strip Footing :- Strip footing is also known for the continuous longitudinal strip of concrete that serves as foundation for a wall. Strip footing spreads the load carried by a load-bearing wall across width wise area of soil. Hence, it is also known as shallow foundation. Strap Footing :- Strap fooRead more

    Strip Footing :- Strip footing is also known for the continuous longitudinal strip of concrete that serves as foundation for a wall. Strip footing spreads the load carried by a load-bearing wall across width wise area of soil. Hence, it is also known as shallow foundation.

    Strap Footing :- Strap footing is necessitated when a certain column footing has to be restricted in width due to unavoidable interference or boundary limitation. Basically, it is a type of combined footing, consisting of one additional, or more full width column footings connected by a concrete beam.

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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: 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

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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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Asked: July 16, 2020In: Foundation

Which type of foundation are used for G+5 building?

Vivek Patel
Vivek Patel

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Which type of foundation are used for G+5 building?

  1. Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on November 21, 2020 at 6:00 pm
    This answer was edited.

    Pile foundation and raft foundation is used for a high rise structure. Pile foundations are more capable of taking higher loads than spread footings.   When allowable bearing pressure is low, the heavy structure is present & the site is with a highly compressible layer; then raft foundationRead more

    Pile foundation and raft foundation is used for a high rise structure.

    Pile foundations are more capable of taking higher loads than spread footings.


     

    When allowable bearing pressure is low, the heavy structure is present & the site is with a highly compressible layer; then raft foundation is applicable.


    Thank You.

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