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Asked: May 27, 2020In: Foundation

What is the difference between Gray Water and Black Water in Sewers?

Abbas Khan Civil Engineer
Abbas Khan Civil Engineer

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What is the difference between gray water and black water in sewage? How can we differentiate between them in a sewer?

  1. Komal Bhandakkar

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    Added an answer on October 19, 2020 at 10:53 pm
    This answer was edited.
    What is the difference between Gray Water and Black Water in Sewers?

    Difference between Black Water and greywater: Black Water: Blackwater is the best water from bathrooms and toilets that contains faecal matter and urine. Waterproof kitchens and dishwashers are also considered Black Water due to the contamination of pathogens. It is also referred to as she waits forRead more

    Difference between Black Water and greywater:


    Black Water:

    • Blackwater is the best water from bathrooms and toilets that contains faecal matter and urine.

    • Waterproof kitchens and dishwashers are also considered Black Water due to the contamination of pathogens.

    • It is also referred to as she waits for groundwater and can carry diseases and bacteria both of which could be harmful.

    Treatment of blackwater:

    • The biological or chemical treatment and infection are required for treating Black Water.

    Greywater:

    • Greywater is the best water that comes from sinks, washing machines, bathtubs and showers.

    • Greywater contains a very low level of contamination and making it easier to treat and process.

    • Recycled greywater is commonly used in irrigation and constructed wetlands as long as no harmful chemicals are present.

    Treatment of Greywater

    • Greywater can be reused in cartoons with little or no treatment subsurface irrigation system to evenly spread water around in the garden.

    • This method is very safe for treated greywater.

    Thank you.

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Asked: July 16, 2020In: Foundation

What is diffrent between strap footing and wall footing?

Vivek Patel
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What is diffrent between strap footing and wall footing?

  1. 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: 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

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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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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
    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: April 27, 2019In: Foundation

What is the Procedure for Foundation Construction of a Building?

Ezekiel 23
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What is the step by step procedure for construction of foundation for a building? How the foundation construction is carried out at site?

  1. dbnalawade

    dbnalawade

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    Added an answer on July 30, 2020 at 2:18 pm

    Step by Step procedure for construction of building foundation on an organised construction site can be as below: First step is to write a method statement involving scope of work, references, count and type equipments and labour required and requirements . Ensure you have  approved drawings good foRead more

    Step by Step procedure for construction of building foundation on an organised construction site can be as below:

    1. First step is to write a method statement involving scope of work, references, count and type equipments and labour required and requirements .
    2. Ensure you have  approved drawings good for construction
    3. Prepare BBS for foundations and order reinforcement and ensure materials are on site and correctly stored.
    4. Request survey department to mark foundation centrelines and sizes including working space.
    5. Perform excavation manually or using machines depending on depth, nature of soil and water table. Some time you may to resort to dewatring to keep the water well below the foundation level.
    6. Do not over excavate . Any over excavation should be made top by lean concrete.
    7. Do not expose the foundation level for long time time. Ensure lean concrete is poured as soon as foundation level is reached .
    8. Inspect the foundation level for loose material or soft patches.
    9. Lean concrete is normally 75mm in thickness
    10. Following PCC or lean concrete, install reinforcement including column reinforcement or dowels and shutter the foundation. Use concrete covers of required size at the bottom and sides of reinforcement.
    11. In Middle East they introduce waterproof membranes ( refer: Grace Products)on lean concrete which raps the entire foundation as protection ( also known as tanking)
    12. Once the rebar is in place , with cover you need dust off and get the foundation inspected.
    13. Concrete Pour Card provides you all the checks you need to perform before casting foundations.
    14. You order correct grade concrete + check slump+temperature before concrete is allowed to be poured.
    15. Compact the concrete in layers using vibrators without leading to segregation.
    16. Cast the cubes to test at 7 and 28 days
    17. Cure the cast concrete for minimum of 10 days if it is wet curing
    18. Deshuttering of vertical faces is normally 24 hour to 48 hours.
    19. Once deshuttered and cured foundation is provided with coating or membrane protection.
    20. Finally foundations are backfilled by selected approved fill material in layers of 200mm or less to 95% degree.

    Hope this helps.

     

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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 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

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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: September 22, 2020In: Foundation

Foundation appears to move up or down

hbgtbt
hbgtbt

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Good afternoon Folks:  If my foundation appears to move up when we get heavy rains and then back down when we have no rain for months – other than this being an irritant ; does this generally mean there is ...

  1. Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on November 21, 2020 at 5:43 pm
    This answer was edited.

    The vertical movement in foundations is caused by : Either downwards movement of the wall or wall footing, when a wall footing sinks in soft soil. An up and down movement of the wall or wall footings such as when a wall is disturbed by frost in a freezing climate Expansive clay soils expand or shrinRead more

    The vertical movement in foundations is caused by :

    1. Either downwards movement of the wall or wall footing, when a wall footing sinks in soft soil.
    2. An up and down movement of the wall or wall footings such as when a wall is disturbed by frost in a freezing climate
    3. Expansive clay soils expand or shrink as their water content increases or decreases.

    Thank You.

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