Close Menu
  • About Us
  • Services
    • House Plans/Views
    • Books
    • Videos
    • Softwares/Programmes
    • Job/Scholarship Adverts
  • Notes
    • Structural Engineering
    • Surveying
    • Geotechnical Engineering
    • Design Codes
    • Highway/Transportation Engineering
    • Environmental Engineering
    • Concrete Technology
    • Soil Mechanics
    • Mathematics
    • Strength of Materials
    • Fluid Mechanics and Hydraulics
    • Water Resources Engineering
  • Quiz
  • Privacy Policy
  • Terms and Conditions
  • Q&A
  • About Us
  • Services
    • House Plans/Views
    • Books
    • Videos
    • Softwares/Programmes
    • Job/Scholarship Adverts
  • Notes
    • Structural Engineering
    • Surveying
    • Geotechnical Engineering
    • Design Codes
    • Highway/Transportation Engineering
    • Environmental Engineering
    • Concrete Technology
    • Soil Mechanics
    • Mathematics
    • Strength of Materials
    • Fluid Mechanics and Hydraulics
    • Water Resources Engineering
  • Quiz
  • Privacy Policy
  • Terms and Conditions
  • Q&A
  • en
    • ar
    • zh-CN
    • nl
    • en
    • fr
    • de
    • it
    • pt
    • ru
    • es
Facebook X (Twitter) Instagram YouTube LinkedIn WhatsApp
Home»Geotechnics»Points to Consider When Choosing Appropriate Depth of Footing for a Structure
Geotechnics

Points to Consider When Choosing Appropriate Depth of Footing for a Structure

Mezie EthelbertBy Mezie EthelbertUpdated:
Facebook Twitter LinkedIn Telegram WhatsApp Pinterest Email Copy Link
Share
Facebook Twitter LinkedIn Pinterest Email Reddit Telegram WhatsApp
Reading Time: 3 minutes

When choosing the depth of footing for a given structure, the following points should be taken into strict consideration.

Depth of Top Soil
The footing should be located below top soil that consists of organic matters which decays.  In most cases, it is more ideal to remove all top soil before commencing the digging of foundation such that the top of the soil after removal of the organic top soil becomes the reference to the foundation depth.

Depth of Frost Heave
The footing should be placed at appreciable depth below frost depth which may be 1 m or more in cold climates. This would help to prevent frost penetration. If located at insufficient depth, the footing would be subjected to frost damage due to formation of ice lenses and consequent frost heave.

Zone of Volume Change
Volume changes in soil are greater at the surface and decrease with depth. If a soil falls into the expansive soil class, they tend to swell when wet and shrink when dry, causing cracks in the foundation and superstructure. It is necessary where a foundation is expansive to take the foundation to a depth below the expansive soil layer and to also provide protection for the foundation against expansive soil.

Adjacent Footings and Property Lines
If a new footing is closer to existing footing and at a lower depth, it has potential to damage the existing footing. To prevent this from occurring, it is more ideal to establish the new footing at same depth as the existing footing. In a situation where the new footing should be deeper than the existing footing, the slope of the line joining the two footings should not be steeper than two (2) horizontal to one (1) vertical.

Sloping Ground
If a footing is located adjacent to a sloping ground, the minimum distance from the lower edge of the footing to the sloping ground surface should be 900 mm.

Water Table
High water table around a footing prior to construction reduces the bearing capacity of the soil, during construction, it affects the construction activities while after construction, it causes dampness to structures if appropriate damp protection is not applied. Hence, these undesirable effects should be avoided especially for shallow foundations by locating them as far as practicably possible above the water table.

Scour Depth
If the footings are located at places prone to scour such as streams, rivers, water fronts etc, they should be located below the potential scour depth.

Underground Defects
The footing should be located safe from natural underground defects such as faults, caves and mines and man-made underground bores such as service lines.

Root Holes
Root holes and cavities in soils weaken the soils and reduces the bearing capacities of such soils. In this case, the footing should be located below such depth to avoid damage.

Minimum Depth
Different codes of practice have specifications for minimum depth of foundation and these should also be followed when deciding the depth of footings.

Thanks

Share this:

  • Click to share on Facebook (Opens in new window) Facebook
  • Click to share on X (Opens in new window) X

Related

Share. Facebook Twitter Pinterest LinkedIn Email Telegram WhatsApp Copy Link
Previous ArticleReasons Timber Should be Seasoned before Use
Next Article Densities of Nigerian Timber at 18% Moisture Content
Mezie Ethelbert

An inquisitive engineer with considerable skills in analysis, design and research in the field of civil engineering.

Related Posts

Common Rules of Thumb in Geotechnical Engineering

Concise Notes on Bearing Capacity and Settlement of Soils (PDF)

How to Check Shear for Pad Footings according to EC 7

Add A Comment

Leave a ReplyCancel reply

May 2025
M T W T F S S
 1234
567891011
12131415161718
19202122232425
262728293031  
« Dec    
INTRO VIDEO OF OUR SERVICES
https://mycivillinks.com/wp-content/uploads/2022/01/Lemarg-Consulting-Services-Intro-Video.mp4
CLICK ON THE BOOK COVER TO SEE CONTENT
theory of structures
CLICK ON THE BOOK COVER TO SEE CONTENT
BLOG SUBSCRIPTION

Get the latest posts on this blog

MOST RECENT POSTS

Common Rules of Thumb in Geotechnical Engineering

Important Tests Required in Tunnel Construction

Concise Notes on Bearing Capacity and Settlement of Soils (PDF)

MOST VIEWED POSTS
  1. Differences between University and Polytechnic Education System in Nigeria (Example of Civil Engineering Syllabus) (9,964)
  2. COREN Past Interview Questions for different Engineering Divisions in Nigeria (8,038)
  3. Standard Rules for Setbacks in Nigeria for Structures (8,032)
  4. COREN professional interview (COREN P.I.) (7,555)
  5. Structural Analysis and Design of Sawtooth or Slabless Staircase (7,241)
  6. Analysis and Design of Sheet Piles (PDF) (6,824)
POSTS CATEGORIES
© {2025} Mycivillinks. All rights reserved
  • About Us
  • Services
    • House Plans/Views
    • Books
    • Videos
    • Softwares/Programmes
    • Job/Scholarship Adverts
  • Notes
    • Structural Engineering
    • Surveying
    • Geotechnical Engineering
    • Design Codes
    • Highway/Transportation Engineering
    • Environmental Engineering
    • Concrete Technology
    • Soil Mechanics
    • Mathematics
    • Strength of Materials
    • Fluid Mechanics and Hydraulics
    • Water Resources Engineering
  • Quiz
  • Privacy Policy
  • Terms and Conditions
  • Q&A

Type above and press Enter to search. Press Esc to cancel.