Civil Engineering  ·  Level 6
Civil Engineering Works I
Chapter 3: Execute substructure works
📚 5 Topics
⚑ What you will be able to do

By the end of this chapter, you will be able to:

  • Set out civil engineering structures accurately according to the required specifications.
  • Interpret and apply technical drawings and plans to guide your layout work.
  • Use measuring tools correctly to ensure precise placement of structures.
  • Check and verify your set-out work to meet quality standards.
  • Adjust your layout as needed to address site conditions and specifications.

Mastering this skill ensures your civil engineering projects start on a solid foundation, leading to safe and reliable structures in the real world.

Compiled by: Faith Achieng

Civil engineering projects rely heavily on strong, stable foundations to support structures safely and durably. The substructure, particularly foundations, transfers loads from the superstructure to the ground, ensuring stability and preventing settlement or failure. In Kenya, where soil conditions vary widely from Nairobi’s volcanic soils to Mombasa’s sandy coastal deposits, selecting the appropriate foundation type is critical to project success. This chapter explores common foundation types used in civil engineering works, focusing on their design principles, applications, and suitability in various ground conditions.

3.1 Types of Foundation

Foundations are engineered to distribute structural loads safely to the earth. The choice of foundation type depends on soil bearing capacity, load magnitude, water table level, and construction budget. In Kenya, engineers often encounter different foundation challenges, from expansive clay soils in Kisumu to firm rock in Nakuru, requiring careful foundation selection to ensure longevity of buildings and infrastructure.

3.1.1 Strip Footing

Strip footing is a continuous strip of concrete that supports load-bearing walls and transfers structural loads along the length of the foundation. It is one of the most commonly used foundation types for low to medium-rise buildings in Kenya due to its simplicity and cost-effectiveness.

A strip foundation plan and cross-section for a building substructure
A strip foundation plan and cross-section for a building substructure (Source: measurement of building works Demystified)

Design Principles of Strip Footing

Strip footing must be designed to spread the load over a wide enough area to prevent soil failure. The width of the footing is determined by dividing the total load on the wall by the allowable soil bearing capacity. For example, a school building in Eldoret with moderate soil bearing capacity requires a wider strip footing than a similar structure on firm soils in Nairobi.

Construction Process of Strip Footing

Constructing strip footing involves several critical steps to ensure stability and durability:

  1. Excavation to the required depth below the frost line or ground level.
  2. Leveling and compacting the base to provide a stable platform.
  3. Placing formwork along the excavation to shape the concrete.
  4. Installing steel reinforcement bars to enhance tensile strength.
  5. Pouring concrete and curing it properly to achieve design strength.
  6. Backfilling around the footing after concrete has set.

This method is widely used in residential housing developments across Kenya’s urban and peri-urban areas.

Soil Suitability for Strip Footing

Strip footings are ideal for soils with good bearing capacity such as firm clay, gravel, or compacted sand. They are less suitable for loose, soft, or expansive soils which may cause uneven settlement. For instance, in parts of Thika where expansive black cotton soils are prevalent, alternative foundation types may be preferred to avoid structural damage.

Advantages and Limitations of Strip Footing

Strip footing offers several benefits including ease of construction, lower cost, and suitability for continuous load-bearing walls. However, limitations include vulnerability to differential settlement in weak soils and unsuitability for heavy concentrated loads or tall structures. In commercial buildings in Kisumu, engineers sometimes avoid strip footings due to the high water table and soft soils.

3.1.2 Pad Footing

Pad footings are isolated square or rectangular concrete pads that support individual columns. They are commonly used where column loads are large and ground conditions are favorable, providing concentrated support to disperse loads over a wider soil area.

Structural Design of Pad Footings

The size of a pad footing depends on the column load and soil bearing capacity. The footing must be large enough to prevent soil pressure from exceeding allowable limits. For example, a bank branch in Nakuru with heavy reinforced concrete columns requires carefully calculated pad footing dimensions to ensure stability.

Construction Techniques for Pad Footings

The construction of pad footings involves:

  1. Excavation at the column location to the required depth.
  2. Preparing a level and compacted base.
  3. Placing steel reinforcement according to structural drawings.
  4. Pouring concrete and ensuring proper compaction.
  5. Curing the concrete adequately before loading.
  6. Backfilling carefully to avoid disturbing the footing.

Pad footings are frequently used in multi-storey buildings in Nairobi’s central business district where columns carry significant loads.

Soil Conditions Suitable for Pad Footings

Pad footings perform well on soils with adequate bearing capacity such as compacted sands or gravels. They are not recommended for highly compressible or expansive soils without additional ground improvement. At a county government office in Kisii, soil investigations revealed soft soils requiring soil stabilization before pad footings could be constructed.

Benefits and Challenges of Pad Footings

Pad footings offer the advantage of supporting heavy point loads with minimal excavation and material use. They allow for flexibility in column placement and are relatively straightforward to build. Challenges include the risk of differential settlement if soil conditions vary beneath adjacent pads and the need for precise load calculations.

3.1.3 Raft Foundation

Raft foundations, also known as mat foundations, consist of a large concrete slab supporting several columns and walls, spreading the load across the entire building footprint. They are particularly useful in areas with poor soil conditions where individual footings might fail.

Purpose and Application of Raft Foundations

Raft foundations are designed to distribute heavy loads over a large area, minimizing differential settlement. They are commonly used in commercial buildings, hospitals, and other large structures in Nairobi’s soft soil zones. For instance, a university library constructed in a low-bearing capacity area employed a raft foundation to provide uniform support.

Design Considerations for Raft Foundations

Design of raft foundations involves assessing soil bearing capacity, load distribution, and potential for soil movement. The slab thickness and reinforcement are calculated to resist bending moments and shear forces. Engineers must also consider water table levels, especially in coastal areas like Mombasa where groundwater can affect foundation performance.

Construction Process for Raft Foundations

Construction of raft foundations requires:

  1. Site clearing and excavation to the required depth.
  2. Installation of a blinding concrete layer to provide a clean base.
  3. Placing waterproof membranes if groundwater is a concern.
  4. Positioning steel reinforcement mesh according to design.
  5. Pouring concrete in a continuous operation to avoid joints.
  6. Proper curing and protection of the slab to ensure strength.

Large institutional projects such as county hospitals in Kisumu often use raft foundations due to the combination of heavy loads and variable soils.

Advantages and Disadvantages of Raft Foundations

Raft foundations reduce differential settlement by spreading loads evenly and are effective for weak or expansive soils. They can also reduce excavation costs compared to deep foundations. However, they require significant concrete and reinforcement, increasing initial costs and construction time, which may not be feasible for small residential projects.

Practice Questions

  1. Explain how soil bearing capacity influences the choice between strip footing and pad footing in civil engineering projects. (10 marks)

  2. Describe the construction steps for a raft foundation and explain why continuous concrete pouring is essential. (12 marks)

  3. Discuss the advantages and limitations of strip footing in the context of building construction in Kenya. (8 marks)

  4. A column load of 150 kN is to be supported on a pad footing. If the allowable soil bearing capacity is 200 kN/m², calculate the required area of the footing. (5 marks)

  5. Identify the factors that make raft foundations suitable for use in hospital buildings located on soft soils. (5 marks)

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🔒3.2 Setting out

Setting out is a critical stage in civil engineering substructure works that involves transferring design information from drawings to the ground. This process ensures that construction aligns perfectly with project specifications, preventing costly errors and…

🔒3.3 Excavation of Foundation

Excavation is a critical stage in substructure works, involving the removal of earth to create a stable base for foundations. In Kenya’s diverse soil conditions, from the clay soils of Nairobi to the sandy soils in coastal regions, excavation must be carefully…

🔒3.4 Laying of Foundation

In civil engineering projects across Kenya, the laying of foundations represents a critical phase that directly influences the durability and safety of structures. Proper execution of foundation works ensures that buildings, bridges, and other infrastructure c…

🔒3.5 Structural Elements

Columns are vertical structural members designed to transfer compressive loads from the superstructure down to the foundation. They play a vital role in supporting beams, slabs, and floors above, making their design and execution paramount in civil works, espe…

Chapter Summary

This chapter has explored the essential aspects of executing substructure works in civil engineering. It began by examining the main types of foundations including strip footing, pad footing, and raft, highlighting their distinct characteristics and applications. The process of setting out was then detailed, emphasizing the importance of understanding project requirements, preparing the site, using appropriate surveying equipment, and accurately marking the layout to ensure correct alignment and levels. Excavation of the foundation was discussed with attention to setting out the excavation area, controlling depth and width, maintaining slope stability, managing excavated material, and addressing groundwater challenges. The chapter further covered laying the foundation, focusing on selecting the foundation type, proper placement of reinforcement, and careful concrete pouring to achieve structural integrity. Finally, key structural elements such as columns, beams, staircases, and slabs were described, underscoring their roles in supporting and distributing loads within the building framework. Together, these topics provide a comprehensive understanding of the critical steps involved in substructure construction.

Self-Assessment

🔒 PDFDownload this self-assessment, with answers

A. Written Assessment

  1. Which type of foundation is most suitable for a uniform load distribution on firm soil? (2 marks)
  2. Describe the main purpose of setting out in foundation works. (3 marks)
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Chapter Examination Questions

🔒 PDFDownload these examination questions, with worked answers

SECTION A (40 Marks) - Answer ALL Questions

  1. Describe the primary differences between strip footing and pad footing, highlighting situations in Kenyan construction projects where each would be preferred. (4 marks)
  2. Explain the importance of site preparation before setting out foundations in a civil engineering project in Nairobi County. (4 marks)
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Chapter Practical Activities

Practical 1: Identify and Select Suitable Foundation Types for a Single-Storey Residential Building

Civil Engineering · Level 6
Civil Engineering Works I
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Identify and select suitable foundation types for a single-storey residential building with a plinth area of 12000mm x 9000mm based on provided soil conditions and site data.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Tape measureSoil test report (site specific)
Plumb bobFoundation types reference chart
Builders squareField notebook
Writing pen
Calculator
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Tape measure1 Pc per Candidate
2Plumb bob1 Pc per Candidate
3Builders square1 Pc per Candidate
4Soil test report (site specific)1 per Candidate
5Foundation types reference chart1 per Candidate
6Writing pen2 Pcs per Candidate
7Field notebook1 Pc per Candidate
8Calculator1 Pc per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Foundation Type Identification and Selection
Wore appropriate PPE (overall, safety boots, helmet)
(Award 3 marks if all PPEs worn correctly; zero otherwise)
3
Interpreted soil test report accurately
(Award 5 marks for correct interpretation; zero otherwise)
5
Measured and recorded site dimensions (12000mm x 9000mm) using tape measure
(Award 2 marks for each dimension measured within ±10mm; zero otherwise)
4
Referred to foundation types chart to identify possible foundation types
(Award 4 marks for correct identification of at least three relevant foundation types; zero otherwise)
4
Selected the most suitable foundation type(s) based on soil conditions and site data
(Award 6 marks for correct and justified selection; zero otherwise)
6
Recorded findings and rationale clearly in field notebook
(Award 3 marks for clear, legible, and complete recording; zero otherwise)
3
Sub-Total25
PRODUCT CHECKLIST
Correct identification of foundation types (e.g. strip, raft, pad, pile)
(Award 5 marks for correct types matching soil conditions)
5
Accurate selection of foundation type(s) with justification based on soil bearing capacity and site conditions
(Award 10 marks for justified selection consistent with site data)
10
Accurate recording of site dimensions (12000mm x 9000mm) with ±10mm tolerance
(Award 5 marks for correct dimensions in documentation)
5
Clarity and completeness of final report in field notebook
(Award 5 marks for well-organized, clear, and complete report)
5
Sub-Total25
GRAND TOTAL50
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)

Practical 2: Set out and mark the layout for a strip footing 3000mm x 600mm x 450mm

Civil Engineering · Level 6
Civil Engineering Works I
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Set out and mark the layout for a strip footing measuring 3000mm length, 600mm width, and 450mm depth.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Tape measure
Builders line
Pegs
Spirit level
Plumb bob
Builders square
Slasher / panga
Jembe
Chalk or marking lime
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Tape measure1 Pc per Candidate
2Builders line1 Pc per Candidate
3Pegs12 Pcs per Candidate
4Spirit level1 Pc per Candidate
5Plumb bob1 Pc per Candidate
6Builders square1 Pc per Candidate
7Slasher / panga1 Pc per Candidate
8Jembe1 Pc per Candidate
9Chalk or marking limeSufficient per Candidate
10Safety boots1 Pair per Candidate
11Overall1 Pc per Candidate
12Helmet1 Pc per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Site Preparation and Safety
Candidate wore PPE (overall, safety boots, helmet)
(Award 3 marks if all PPE worn correctly or zero)
3
Cleared the ground surface of vegetation and debris
(Award 3 marks if site cleared properly or zero)
3
Sub-Total6
TASK 2: Setting Out the Strip Footing Layout
Established baseline and set pegs at correct positions
(Award 4 marks for correct baseline and pegs or zero)
4
Measured and marked length of 3000mm accurately
(Award 3 marks for ±2mm accuracy or zero)
3
Measured and marked width of 600mm accurately
(Award 3 marks for ±2mm accuracy or zero)
3
Checked and ensured right angles with builders square
(Award 3 marks for 90° angles ±2° or zero)
3
Used builders line to mark straight and aligned edges
(Award 3 marks for straight lines or zero)
3
Marked the depth of 450mm with pegs and lime
(Award 2 marks for correct depth marking or zero)
2
Sub-Total18
TASK 3: Verification and Documentation
Verified measurements and levels using spirit level and plumb bob
(Award 4 marks for accurate verification or zero)
4
Recorded layout dimensions and levels correctly
(Award 4 marks for complete and accurate records or zero)
4
Sub-Total8
PRODUCT CHECKLIST
Strip footing layout length is 3000mm ±5mm
(Award 4 marks for correct length or zero)
4
Strip footing layout width is 600mm ±5mm
(Award 4 marks for correct width or zero)
4
Strip footing layout depth marked at 450mm ±5mm
(Award 3 marks for correct depth or zero)
3
Layout is square with 90° corners ±2°
(Award 3 marks for correct squareness or zero)
3
Lines are straight and properly aligned
(Award 3 marks for straightness and alignment or zero)
3
Sub-Total17
GRAND TOTAL49
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)
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🔒Set out and mark the layout for a pad footing 1200mm x 1200mm x 300mmPractical 3
🔒Set out and mark layout for a raft foundation 4000mm x 3000mmPractical 4
🔒Prepare Construction Site for Foundation WorksPractical 5
🔒Operate Surveying Equipment for Foundation LayoutPractical 6
🔒Excavate foundation trench to specified dimensionsPractical 7
🔒Manage groundwater during foundation excavation using dewatering techniquesPractical 8
🔒Place reinforcement for strip foundation 1200mm x 450mm x 300mmPractical 9
🔒Pour concrete for a strip foundation 1200mm x 450mm x 300mm deepPractical 10
🔒Construct reinforced concrete column formwork and place reinforcementPractical 11
🔒Construct beam formwork and place reinforcement as per structural drawingPractical 12
🔒Construct staircase formwork and place reinforcementPractical 13
🔒Construct slab formwork and place reinforcement for a 3000mm x 3000mm x 150mm slabPractical 14
🔒Check and verify foundation alignment and levelsPractical 15
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Am I competent?

At the start of this chapter we promised you would be able to:

  • Set out civil engineering structures accurately according to the required specifications.
  • Interpret and apply technical drawings and plans to guide your layout work.
  • Use measuring tools correctly to ensure precise placement of structures.
  • Check and verify your set-out work to meet quality standards.
  • Adjust your layout as needed to address site conditions and specifications.

Tick each one you can genuinely do.

So, are you there yet?

You're competent when you can confidently do 50% or more of what this chapter promised.

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