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Foundation

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Asked: April 27, 2019In: Foundation

What is the Procedure for Foundation Construction of a Building?

Ezekiel 23
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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    dbnalawade Expert
    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: September 28, 2020In: Foundation

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

nikeetasharma
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: May 26, 2020In: Foundation

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

RaghavArora
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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    Neenu S K
    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: April 28, 2019In: Foundation

Settlement of spread footing foundation under loads

AKM59
AKM59

AKM59

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If we have two spread footing foundation (Isolated Pads) of square sizes (1m x 1m) and (2m x 2m),with axial loads ; (10t) and (40t) respectively, by assuming the soil features and specification for the two pads ,is the same , So ...

  1. aviratdhodare

    aviratdhodare

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    aviratdhodare
    Added an answer on August 13, 2020 at 1:11 pm

    Since the dimentions and magnitude of the 2nd is more than the first one, the settlement would not be same roughly. Bcoz the dimension are twice the 1st one, Magnitude is 4 times the 1st one. So bcoz of this, obviously the 2nd footing will be settled more.

    Since the dimentions and magnitude of the 2nd is more than the first one, the settlement would not be same roughly.

    Bcoz the dimension are twice the 1st one, Magnitude is 4 times the 1st one.

    So bcoz of this, obviously the 2nd footing will be settled more.

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