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Foundation

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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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    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: July 13, 2020In: Foundation

What are the factor affecting in selection of foundation ?

vivek gami
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What are the factor affecting in selection of foundation ?

  1. Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on October 19, 2020 at 11:07 pm
    This answer was edited.
    What are the factor affecting in selection of foundation ?

    Factors affecting the selection of foundation: Factors affecting the selection of foundation based on politics to basic criteria: Based on soil condition Based on loads from the building 1. based on soil condition: The shallow foundations are most preferred Foundation whenever the soil close to theRead more

    Factors affecting the selection of foundation:

    Factors affecting the selection of foundation based on politics to basic criteria:

    1. Based on soil condition
    2. Based on loads from the building

    1. based on soil condition:

    • The shallow foundations are most preferred Foundation whenever the soil close to the surface which is capable of support structural loads.
    • Where ground close to the surface is not capable of supporting structural loads Din hard starter is used for the foundation is required.
    • The stable ground requires Shallow Foundation whereas filled up Grounds has low bearing capacity thus requires deep Foundation.

    2. based on loads from the building:

    • In case of very low height building in a larger area than the extent of loading is relatively very slow and that’s why Shallow Foundation con resists the load from the structures.
    • In the case of high rise building with less area and high amount of loads. In that case, the foundation is required. Because the shallow Foundation may not be able to resist such high loads of great intensity.

    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

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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: 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

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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: 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

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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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Asked: May 14, 2020In: Foundation

How to Inspect and Monitor Chemical Jet Grouting Process?

kiruba karan
kiruba karan

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I want to know how to monitor and carry out inspection of the chemical jet grouting process at the construction site?

  1. Komal Bhandakkar

    Komal Bhandakkar

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    Added an answer on October 19, 2020 at 10:28 pm
    This answer was edited.
    How to Inspect and Monitor Chemical Jet Grouting Process?

    Jet grouting process: Jet grouting was first introduced by Pilots terraces S.A. in the year 2010 and in 2011, the first project using jet columns was constructed. Applications: Soil capacity improvement Settlement control Reduction of soil permeability Other environmental applications Underpinning eRead more

    Jet grouting process:

    Jet grouting was first introduced by Pilots terraces S.A. in the year 2010 and in 2011, the first project using jet columns was constructed.

    Applications:

    • Soil capacity improvement
    • Settlement control
    • Reduction of soil permeability
    • Other environmental applications
    • Underpinning existing Foundation
    • Ground improvement
    • Lateral support excavations
    • Hydraulic barriers
    • Slope stabilization
    • Liquefaction control

    The treat grouting is one of the most demanding soil improvement technique and requires excellence in designing and execution engineers and involved specialist.


    The field test allows selecting the most effective execution parameters and verifies that the final product with its design properties.


    Thank You.

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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

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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: 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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