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Course profile

Ground Improvement (CIVL6215)

Study period
Sem 1 2025
Location
St Lucia
Attendance mode
In Person

Course overview

Study period
Semester 1, 2025 (24/02/2025 - 21/06/2025)
Study level
Undergraduate
Location
St Lucia
Attendance mode
In Person
Units
2
Administrative campus
St Lucia
Coordinating unit
Civil Engineering School

Ground improvement is the modification of the existing physical and chemical properties of the ground beneath a site to enable economic and safe construction. These modifications are required because some construction sites (e.g. soft soils) are unable to sustain the loading of buildings or to allow the construction of excavations such as shafts or tunnels. This course offers the theoretical and practical aspects behind the most common improvement solutions such as dynamic compaction, vibration techniques, prefabricated vertical drains, jet grouting, micropiles, stone columns, soil-cement columns, and soil mixing. This course also presents a brief review of porous media mechanics and the use of geotextiles, geogrids, and geofoams for building retaining walls or stabilising embankments.

Ground improvement techniques provide solutions to many problematic geotechnical conditions, such as ground instabilities or soft soils. In addition, ground improvement techniques often demonstrate low carbon impact and positive sustainability aspects compared to traditional methods.

Ground improvement must consider the three essential pillars of geotechnics: strength, deformation, and water flow. Hence, the engineer must have good soil mechanics knowledge to apply ground improvement techniques effectively.

This course presents:

  1. Introduction to ground improvement and remediation technologies
  2. Problematic geomaterials and sites
  3. Classifications and applications
  4. A brief review of consolidation and introduction of liquefaction analysis
  5. Soil consolidation
  6. Liquefaction analysis
  7. Shallow and deep compaction
  8. Deep dynamic compaction
  9. Vibro compaction
  10. Conventional, Intelligent, and rapid-impact compaction
  11. Deep replacement
  12. Granular columns, concrete columns, geosynthetic-encased columns
  13. Vibro-replacement
  14. In situ ground reinforcement
  15. Basics of Micropiles
  16. Ground anchors
  17. Soil nailing, launched nails (shot-in nails), grouted nails
  18. Preloading
  19. Consolidation and vertical drains
  20. Multi-staged construction
  21. Deep mixing and grouting
  22. Plus basics of piled-raft design
  23. Fill reinforcement with geosynthetics
  24. Slopes, embankments, retaining walls
  25. Mechanically stabilized earth walls
  26. Geosynthetic-reinforced foundations and roads
  27. Erosion control
  28. Lightweight fill materials (geofoam)

Course requirements

Assumed background

  • Comprehensive knowledge of soil mechanics and geotechnical engineering
  • Knowledge of continuum mechanics for porous media
  • Ability to perform computer calculations using any electronic tool

Prerequisites

You'll need to complete the following courses before enrolling in this one:

CIVL2210 and CIVL3210

Incompatible

You can't enrol in this course if you've already completed the following:

CIVL7215

Course staff

Course coordinator

Lecturer

Timetable

The timetable for this course is available on the UQ Public Timetable.

Aims and outcomes

This course aims to introduce the concepts of ground improvement and the most common improvement techniques in civil engineering.

Learning outcomes

After successfully completing this course you should be able to:

LO1.

Identify and list the types of sites that require improvement to enable civil construction. 

LO2.

Explain the criteria for selecting the most appropriate ground improvement technique for a specific site

LO3.

Demonstrate the use of different ground improvement techniques by applying them to hypothetical site scenarios. 

LO4.

Compare and contrast the limitations and capabilities of the most common ground improvement techniques

LO5.

Assess the effectiveness of a ground improvement technique by performing calculations to analyse the strength, deformation, and flow characteristics of improved sites.

Assessment

Assessment summary

Category Assessment task Weight Due date
Paper/ Report/ Annotation Assignments 40%

A1 17/04/2025 4:00 pm

A2 29/05/2025 4:00 pm

Examination Final Exam
  • Hurdle
  • Identity Verified
  • In-person
60%

End of Semester Exam Period

7/06/2025 - 21/06/2025

A hurdle is an assessment requirement that must be satisfied in order to receive a specific grade for the course. Check the assessment details for more information about hurdle requirements.

Assessment details

Assignments

Mode
Written
Category
Paper/ Report/ Annotation
Weight
40%
Due date

A1 17/04/2025 4:00 pm

A2 29/05/2025 4:00 pm

Task description

There will be two assignments, each requiring the reporting of one of the geotechnical solutions listed below:

Geomaterials and compaction methods

  • Introduction to ground improvement and remediation
  • Problematic geomaterials and sites
  • Classifications and applications
  • Geomaterials, testing, and design
  • Properties of geomaterials and geosynthetics
  • In situ testing, shallow foundations, slope stability, earth retaining walls, liquefaction
  • Shallow and deep compaction
  • Deep dynamic compaction
  • Vibro compaction

Conventional compaction and deep replacement

  • Shallow and deep compaction
  • Conventional, Intelligent, and rapid-impact compaction
  • Deep replacement
  • Granular columns, concrete columns, geosynthetic-encased columns
  • Vibro-replacement

Micropiles, anchors, nails, and preloading

  • In situ ground reinforcement
  • Basics of Micropiles
  • Ground anchors
  • Soil nailing, launched nails (shot-in nails), grouted nails
  • Preloading
  • Consolidation and vertical drains
  • Multi-staged construction

Mixing, grouting, and geosynthetics

  • Deep mixing and grouting
  • The basics of piled-raft design
  • Fill reinforcement with geosynthetics
  • Slopes, embankments, retaining walls
  • Mechanically stabilized earth walls
  • Geosynthetic-reinforced foundations and roads
  • Erosion control
  • Lightweight fill materials (geofoam)

This assessment task evaluates students' abilities, skills and knowledge without the aid of generative Artificial Intelligence (AI) or Machine Translation (MT). Students are advised that the use of AI or MT technologies to develop responses is strictly prohibited and may constitute student misconduct under the Student Code of Conduct.

Submission guidelines

Deferral or extension

You may be able to apply for an extension.

The maximum extension allowed is 21 days. Extensions are given in multiples of 24 hours.

Late submission

A penalty of 10% of the maximum possible mark will be deducted per 24 hours from time submission is due for up to 7 days. After 7 days, you will receive a mark of 0.

Final Exam

  • Hurdle
  • Identity Verified
  • In-person
Mode
Written
Category
Examination
Weight
60%
Due date

End of Semester Exam Period

7/06/2025 - 21/06/2025

Other conditions
Time limited.

See the conditions definitions

Task description

This assessment task is to be completed in-person. The use of generative Artificial Intelligence (AI) or Machine Translation (MT) tools will not be permitted. Any attempted use of AI or MT may constitute student misconduct under the Student Code of Conduct.

Hurdle requirements

A minimum percentage of 40% is required in the final examination in order to pass the course.

Exam details

Planning time 10 minutes
Duration 90 minutes
Calculator options

No calculators permitted

Open/closed book Open Book examination
Exam platform Paper based
Invigilation

Invigilated in person

Submission guidelines

Deferral or extension

You may be able to defer this exam.

Course grading

Full criteria for each grade is available in the Assessment Procedure.

Grade Cut off Percent Description
1 (Low Fail) 0 - 19

Absence of evidence of achievement of course learning outcomes.

Course grade description: Negligible knowledge and application ability of the core material.ᅠ

2 (Fail) 20 - 44

Minimal evidence of achievement of course learning outcomes.

Course grade description: Insufficient knowledge and application skills inᅠthe coreᅠmaterial.ᅠ

3 (Marginal Fail) 45 - 49

Demonstrated evidence of developing achievement of course learning outcomes

Course grade description: Falls short of satisfying all basic requirements for a Pass.ᅠ45-49% Superficial knowledge and insufficient application ability of the core material. A Pass standardᅠmust demonstrate adequate ability toᅠselect the most appropriate ground improvement method for a particular geotechnical design and toᅠunderstand the physics and mechanical behaviours related to each improvement technique.

4 (Pass) 50 - 64

Demonstrated evidence of functional achievement of course learning outcomes.

Course grade description: Sound knowledge of the core material and the ability to apply in standard contexts. A Pass standardᅠmust demonstrate adequate ability toᅠselect the most appropriate ground improvement method for a particular geotechnical design and toᅠunderstand the physics and mechanical behaviours related to each improvement technique.

5 (Credit) 65 - 74

Demonstrated evidence of proficient achievement of course learning outcomes.

Course grade description: Comprehensive knowledge and application ability with respect to theᅠcore material. Achieves an aggregated overall grade greater than or equal to 5. Students must also demonstrate substantialᅠknowledge ofᅠtheᅠfundamental mechanical behaviour considering strength,ᅠdeformations, and water flow within the porous matrix (seepage). Also, the studentsᅠmust demonstrate knowledge of the appropriate ground improvement techniques, their trade-offs and their limitations.

6 (Distinction) 75 - 84

Demonstrated evidence of advanced achievement of course learning outcomes.

Course grade description: Comprehensive understanding and some ability to apply the theory to new problems.ᅠ Students must also demonstrate a high knowledge ofᅠtheᅠfundamental mechanical behaviour considering strength,ᅠdeformations, and water flow within the porous matrix (seepage). Also, the studentsᅠmust demonstrate knowledge of the appropriate ground improvement techniques, their trade-offs and their limitations.

7 (High Distinction) 85 - 100

Demonstrated evidence of exceptional achievement of course learning outcomes.

Course grade description: Comprehensive knowledge and in-depth understanding demonstrated together with a strong ability to apply the theory to new types of problems. Students must also demonstrate a consistently high knowledge ofᅠtheᅠfundamental mechanical behaviour considering strength,ᅠdeformations, and water flow within the porous matrix (seepage). Also, the studentsᅠmust demonstrate knowledge of the appropriate ground improvement techniques, their trade-offs and their limitations.

Additional course grading information

Grade cutoffs and hurdles

Final (total) marks will be rounded up to an integer value prior to applying hurdles or grade boundaries.

Supplementary assessment

Supplementary assessment is available for this course.

Additional assessment information

Where a student has been granted supplementary assessment and the form of assessment is a written examination held during the University's designated deferred and supplementary examination period the final grade awarded will be based on the results of the supplementary examination only, and a passing grade for the course will be awarded only if the student receives a passing grade or mark on the supplementary examination/s. The pass mark for the supplementary exam will be 50%.

Learning resources

You'll need the following resources to successfully complete the course. We've indicated below if you need a personal copy of the reading materials or your own item.

Library resources

Find the required and recommended resources for this course on the UQ Library website.

Learning activities

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