Must Read - Important Information About the Course

Must Read - Important Information About the Course

Master the Real Mechanics of Settlement Analysis — From First Principles to the Final Geotechnical Report

Welcome to the second course in our Geotechnical Engineering – From Theory to Practice Series:

Module 2: Settlement Analysis with Settle3 Software — From Theory to Practice

Settlement analysis is one of the most common and important topics encountered in geotechnical engineering practice.

This comprehensive course includes approximately 100 videos, more than 250 presentation slides, and around 22 practical Settle3 examples. It is designed to provide engineers with the theoretical understanding, practical skills, and engineering judgment required to perform accurate and reliable settlement assessments.

Settlement analysis involves predicting and evaluating the vertical movement of soil under applied loads or changes in ground conditions. An accurate settlement assessment is essential for maintaining the long-term performance, serviceability, and functionality of structures.

Excessive total or differential settlement may result in:

  • Cracking of structural and architectural elements

  • Distortion of buildings and foundations

  • Damage to utilities and services

  • Poor performance of slabs, roads, and embankments

  • Operational problems

  • Increased maintenance and repair costs

  • Structural or serviceability failure

Settlement analysis is not simply about obtaining a numerical value from an equation or software model. It requires a proper understanding of soil behaviour, stress distribution, drainage conditions, loading sequence, soil compressibility, foundation geometry, construction stages, and the limitations of the selected calculation method.

This course takes you through the fundamental concepts and practical methods used to assess settlement in cohesive and cohesionless soils.

You will study:

  • Immediate settlement

  • Primary consolidation settlement

  • Secondary compression and creep

  • Stress distribution below foundations

  • Settlement parameters for different soil types

  • Settlement below shallow foundations

  • Settlement below embankments and fills

  • Settlement caused by excavation and unloading

  • Allowable total and differential settlement

  • Ground improvement methods

  • Modulus of subgrade reaction

  • Soil-structure interaction

  • Serviceability Limit State considerations

To strengthen the practical side of the course, approximately 22 worked examples are included to demonstrate how Settle3 can be used for different settlement problems.

These examples cover many of the main features of the software and provide practical experience in creating models, defining soil profiles, assigning loading conditions, selecting analysis methods, interpreting results, and reviewing the reasonableness of software outputs.

The purpose is not simply to teach you where to click in Settle3. The course is designed to help you understand the theory behind the model, select appropriate inputs, identify unrealistic assumptions, and interpret the calculated settlement using sound engineering judgment.

A significant part of the course addresses the assessment and use of the modulus of subgrade reaction, including its role in the design cycle between the geotechnical and structural engineers.

A common mistake is to treat the modulus of subgrade reaction as a constant soil property that can be applied uniformly across an entire foundation footprint. In reality, the value may depend on factors such as:

  • Foundation dimensions

  • Foundation stiffness

  • Soil profile

  • Loading level

  • Load distribution

  • Settlement behaviour

  • The method used to derive the value

  • The interaction between the foundation and supporting soil

The course explains how the modulus of subgrade reaction should be evaluated, communicated, and refined through coordination with the structural engineer.

By the end of the course, you should be able to perform more defensible settlement assessments, develop practical Settle3 models, communicate effectively with structural engineers, and provide settlement recommendations that are appropriate for real engineering projects.


Course Format

Immediate Access to the Complete Course

Once you enroll, you will receive immediate access to all available course videos, examples, and learning materials.

You do not need to wait for weekly lessons to be released. You may progress through the course according to your available time, professional commitments, existing experience, and preferred learning pace.

This flexible arrangement is particularly suitable for practicing engineers whose schedules may be affected by:

  • Project deadlines

  • Site responsibilities

  • Travel

  • Changing workloads

  • Professional examinations

  • Personal and family commitments

You may:

  • Follow the recommended course sequence

  • Complete several topics during periods of greater availability

  • Pause and continue when your schedule allows

  • Revisit specific lessons when working on related projects

  • Use the course as a technical reference during future settlement assessments

  • Focus on specific Settle3 features or settlement methods relevant to your work

Recommended Four-Week Learning Strategy

Although all course content is available immediately, a proposed four-week learning strategy is provided to help you organize your studies and progress through the material in a logical sequence.

The four-week plan is recommended guidance only. It is not a mandatory completion period, and the course content will not be progressively unlocked.

You will be responsible for managing your own learning schedule and progress.

The recommended four-week strategy is intended to help you:

  • Divide the course into manageable sections

  • Build your theoretical understanding before progressing to software applications

  • Maintain continuity between related topics

  • Complete the practical Settle3 examples in an organized manner

  • Avoid feeling overwhelmed by the amount of course content

  • Establish a realistic target for completing the main course material

You may complete the course in less than four weeks or extend your learning over a longer period.


Course Access Duration

Your initial enrollment includes access to the complete course content for one year from the date of registration.

However, your learning journey does not necessarily end after the initial one-year access period.

After your access expires, you may contact The Geotechnicals Team and request to be added to an available future round of the same course at no additional course enrollment fee.

This means that your enrollment may be considered an effectively lifetime course access arrangement, provided that:

  • You contact The Geotechnicals Team when you wish to regain access

  • The course continues to be offered in future rounds

  • A future course round is available

Access to a future round is not activated automatically. Students are responsible for contacting The Geotechnicals Team and requesting renewed access.

The timing of renewed access may depend on the schedule and availability of future course rounds.


Certificate of Completion

You may request your Certificate of Completion after completing the required course assignment.

Please submit your completed assignment by email to:

info@thegeotechnicals.com

Once your submission has been reviewed and verified, your digital Certificate of Completion will be issued to the email address used during registration.

The assignment is intended to confirm that you have engaged with the course material and can apply the covered concepts to a practical settlement analysis problem.


What Makes This Course Different?

This is not simply a course in which you watch an instructor create settlement models in software.

You will begin with the fundamental theory, perform calculations by hand, understand how settlement parameters are selected, and then learn how to implement and interpret the analysis using Settle3.

The course follows the same process that should be applied in a real geotechnical design office:

  1. Understand the project and loading conditions

  2. Develop an appropriate ground model

  3. Select suitable soil parameters

  4. Determine the relevant settlement mechanisms

  5. Select an appropriate calculation method

  6. Develop and review the Settle3 model

  7. Interpret the calculated results

  8. Perform reasonableness checks

  9. Assess total and differential settlement

  10. Communicate the findings and recommendations clearly

The course emphasizes not only software operation but also:

  • Engineering judgment

  • Soil parameter selection

  • Stress distribution

  • Drainage and consolidation behaviour

  • Construction staging

  • Model limitations

  • Sensitivity analysis

  • Interpretation of results

  • Soil-structure interaction

  • Communication with structural engineers

  • Presentation of settlement recommendations in geotechnical reports

Every lesson is based on realistic geotechnical conditions, and the practical examples are designed to help you apply the course concepts with professional accuracy.


Tools You Will Use

Settle3 by Rocscience

Settle3 is the primary software used throughout the course.

Approximately 22 worked examples are included to demonstrate how the software can be applied to different settlement scenarios, including foundations, embankments, excavations, layered soil profiles, construction stages, and ground improvement.

Although Settle3 is used for the practical demonstrations, the course focuses on the underlying settlement principles and modelling decisions.

The knowledge gained should therefore help you understand and use other settlement analysis tools, provided that you become familiar with their specific interfaces, assumptions, and calculation methods.

Microsoft Excel

Excel may be used for selected hand calculations, parameter assessments, comparison of methods, and review of settlement results.

Its use is optional unless specifically required for an assignment or practical exercise.


Included With Your Enrollment

Your enrollment includes:

  • Immediate access to the complete course content

  • Approximately 100 course videos

  • More than 250 presentation slides

  • Approximately 22 practical Settle3 examples

  • Initial access to the course content for one year from the date of registration

  • The opportunity to request renewed access through available future course rounds

  • A proposed four-week self-directed learning strategy

  • Theoretical explanations and hand-calculation methods

  • Practical software demonstrations

  • Realistic assignments with guided solutions

  • A Certificate of Completion upon successful assignment submission

  • The opportunity to communicate with the course instructor


Access Policy

Your enrollment provides:

  • Immediate access to all available course lessons

  • Immediate access to the available Settle3 examples and supporting materials

  • The flexibility to study at your own pace

  • A recommended four-week learning strategy

  • Initial access to the complete course content for one year from the date of registration

  • The opportunity to request access to an available future round after the initial access period expires

Although the initial course access period is one year, registered students may contact The Geotechnicals Team and request to be added to a future round of the same course.

Therefore, enrollment can be considered to provide renewable long-term access, similar to lifetime access, as long as the course remains available in future rounds.

Please note:

  • Renewal is not automatic

  • Students must contact The Geotechnicals Team to request renewed access

  • Renewed access will be provided through an available future course round

  • The timing of renewed access may depend on the schedule and availability of future rounds

  • This arrangement applies only to the originally registered student

  • Access cannot be transferred to another person

The proposed four-week learning strategy is provided as guidance only. Course lessons will not be progressively unlocked, and students are responsible for organizing and maintaining their own learning progress.

Course access and learning materials may not be shared, transferred, recorded, reproduced, distributed, or resold.


Who Is This Course For?

This course is suitable for:

  • Civil engineers seeking to specialize in geotechnical engineering

  • Geotechnical engineers who want to strengthen their understanding of settlement analysis

  • Engineers who use or review Settle3 models

  • Engineering students aspiring to build a career in geotechnical engineering

  • Geology graduates involved in geotechnical engineering work

  • Site engineers who want to expand their knowledge of geotechnical design

  • Structural engineers who want to better understand settlement recommendations and soil-structure interaction

  • Practicing professionals seeking to improve their settlement assessment skills

  • Consultants involved in foundation, embankment, or ground improvement design

  • Contractors involved in foundation construction and ground improvement

  • Engineers responsible for reviewing geotechnical reports or settlement recommendations

  • Professionals who want to better understand the modulus of subgrade reaction and its use in structural analysis


Course Objectives

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

  1. Understand the fundamental mechanisms that govern soil settlement.

  2. Differentiate between immediate settlement, primary consolidation, and secondary compression or creep.

  3. Understand settlement behaviour in both cohesive and cohesionless soils.

  4. Evaluate stress distribution below foundations, embankments, and other applied loads.

  5. Apply Boussinesq-based and empirical stress distribution methods.

  6. Understand the concept of the influence zone and its importance in settlement analysis.

  7. Select appropriate settlement parameters for cohesive and cohesionless soils.

  8. Use laboratory and field investigation data to support the selection of settlement parameters.

  9. Use Standard Penetration Test data to support settlement calculations.

  10. Use Cone Penetration Test data to support settlement calculations.

  11. Apply elastic settlement methods and understand their assumptions and limitations.

  12. Calculate consolidation settlement and understand the influence of drainage conditions and consolidation time.

  13. Assess creep and secondary settlement where relevant.

  14. Develop settlement models using Settle3.

  15. Use Settle3 for different settlement analysis scenarios, including foundations, embankments, excavations, and staged loading.

  16. Interpret Settle3 outputs and perform reasonableness checks on calculated results.

  17. Evaluate total and differential settlement.

  18. Establish appropriate allowable settlement criteria for different structures and foundation systems.

  19. Understand the modulus of subgrade reaction and its relationship to foundation dimensions, stiffness, and settlement.

  20. Communicate appropriate modulus of subgrade reaction recommendations to structural engineers.

  21. Evaluate ground improvement approaches, including soil replacement, stone columns, vibro-compaction, preloading, and wick drains.

  22. Assess the potential settlement benefits and limitations of different ground improvement methods.

  23. Integrate settlement analysis into the broader geotechnical and structural design cycle.

  24. Understand the role of settlement analysis in Serviceability Limit State design.

  25. Present clear, practical, and defensible settlement recommendations in a geotechnical report.

Arabic - Module 2 - Settlement Analysis with Settle3 Software تحليل هبوط التربة

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About Drip Course and The Course Instructor!

  • Must Read - Important Information About the Course
  • Frequently Asked Questions (FAQs)
  • Meet Your Instructor – Dr. Ahmed ElMouchi, PhD, PEng

Chapter (1): Introduction

  • 1- Introduction .mp4
  • Recommended Four-Week Learning Strategy!

Chapter (2): Influence Zones

  • 2a- Stress Bulb.mp4
  • 2b - Square or Circular Footings - Influence Zone.mp4
  • 2c- Strip Footing - Influence Zone.mp4
  • 2d- Rectangular Footing - Influence Zone.mp4
  • 2e- Footing Interaction.mp4
  • Quiz - Part 2

Chapter (3): Estimating Stress Distribution (Boussinesq)

  • 3a- General.mp4
  • 3b- Point Concentrated Load (kN).mp4
  • 3c- Line Load (kN per m).mp4
  • 3d- Uniformly Loaded Strip (kN per m).mp4
  • Example 1 Settle3 - Strip Load.mp4
  • 3e- Uniformly Loaded Circle (kN per m2).mp4
  • Example 2 Settle3 - Circular Load.mp4
  • 3f- Uniformly Loaded Rectangle (kN per m2).mp4
  • Quiz - Part 3

Chapter (4): Settle3 – Other Stress Distribution Methods

  • 4a- Settle3 Other Distribution Methods.mp42
  • Example 3 - Settle3- Stress Distribution Methods Comparison.mp4

Chapter (5): Immediate, Consolidation, and Creep Settlements

  • 5a- Drained Vs Undrained Loading.mp4
  • 5b- Immediate, Consolidation, and creep settlements.mp42
  • 5c- Drained Settlements & Undrained Distortion.mp4
  • 5d- Local Yield Due to Undrained Distortion.mp42
  • Quiz - Part 5

Chapter (6): Cohesive Soil Vs Cohesionless soil settlement

  • Cohesive Vs Cohesionless soil settlement.mp4
  • Notes on Undrained Distortion
  • Quiz - Part 6

Chapter (7): Elastic Displacement Method

  • 7a- Approximating Soil response as an Ideal Elastic Material.mp4
  • 7b- 3D elastic strain Integration–Drained Conditions(Effective Stress.mp4
  • 7c- 3D elastic strain Integration–Undrained Distortion (Total Stress).mp4
  • 7d- Flexible Strip Footing Solution.mp4
  • Example 4 - Settle3 - Flexible Strip.mp4
  • 7e- Flexible Circular Footing Solution.mp4
  • Example 5 - Settle3- Strip Footing.mp4
  • 7f- Circular Footing – General Solution.mp4
  • Example 6 - Settle3- General Circular Footing.mp4
  • 7g- Rigid or Flexible Footing.mp4

Chapter (8): Settlement of cohesionless Soils from SPT and CPT (CFEM and AASHTO)

  • 8a- From SPT – Peck, Hanson and Thornburn (1974 )- CFEM.mp4
  • Example 7 - Settle3 - Peck 1974 Method.mp4
  • 8b- From SPT - Burland and Burbridge (1985) – CFEM.mp4
  • Example 8 - Settle3 - Burland and Burbridge Method.mp4
  • 8c- From SPT – Hough Method (1959) – AASHTO 2020.mp4
  • 8d- From CPT – Schmertmann et al. (1978) – CFEM & AASHTO 2020 – Coarse-Grained.mp4
  • Example 9- Settle3 - Schmertmann Method.mp4
  • Quiz - Part 8

Chapter (9): Settle3 – Two More Empirical Methods for Settlement Calculations of Cohesionless Soil

  • 9b- From SPT – D'Appolonia Method (1970).mp4
  • 9a- From SPT – Schultze and Sherif (1973).mp4
  • 9c- Settle3 – Comparing 4 empirical methods of SPT.mp4
  • 9d- Accuracy and Reliability of different empirical methods.mp4

Chapter (10): Notes on Obtaining Settlement Parameters

  • 10a- General.mp4
  • 10b- E from Shear Wave Velocity Vs Measurements.mp4
  • Quiz - Part 10

Chapter (11): Settlement Parameters of Cohesionless Soils (Drained E’)

  • 11a- Typical Values of E.mp4
  • 11b- E from SPT N-Value.mp42

Chapter (12): Consolidation Settlement

  • 12a- 1D - Consolidation Test – ASTM D2435.mp4
  • Step by Step Consolidation Test
  • 12b- 1D Consolidation - Data Interpretation.mp4
  • 12c- 1D Consolidation - Settlement Calculation.mp4
  • 12d- 1D Consolidation (Terzaghi 1996) - Degree of Consolidation – Time Dependent.mp4
  • Example 10 - Settle3 - Primary Consolidation.mp4
  • Example 11- Settle3 - Secondary Consolidation.mp4
  • 12e- 3D Consolidation Vs 1D Consolidation (Poulos 2000).mp4
  • 12f- Is Preconsolidation Pressure a Unique Value for the soil layer.mp4
  • Example 12- Settle3 - OCR- PCP - OCM'.mp4
  • Quiz - Part 12

Chapter (13): Settlement Parameters of cohesive soils (Eu and Consolidation Parameters)

  • 13a- General.mp4
  • 13b- Undrained Young’s Modulus Eu – For Undrained Distortion.mp4
  • 13c- Consolidation - Compression Index Cc.mp4
  • 13d- Consolidation - Compression Ratio CR = Ccε.mp4
  • 13e- Consolidation - Recompression Index Cr.mp4
  • 13f- Consolidation–Constrained Modulus D–Coefficient of Volume Comp mv.mp4
  • 13g- Consolidation - Coefficient of Consolidation cv.mp4
  • 13h- Consolidation - Permeability k – Typical Values.mp4
  • 13i- Consolidation - Secondary Compression Cα- Typical Values.mp4
  • 13j- Consolidation - Secondary Compression Cα and Cαε.mp4

Chapter (14): Settle3 – Embankment

  • Example 13- Settle3 - Embankment.mp4
  • Example 14- Settle3 - Preload with Back Analysis.mp4

Chapter (15): Settle3 – Excavation and Dewatering

  • Example 15 - Settle3 - Excavation and Dewatering.mp4

Chapter (16): Allowable Settlement Limits

  • 16a- General.mp4
  • 16b- Structural Frame.mp4
  • 16c- Load Bearing Walls or Raft Foundation.mp4
  • 16d- CFEM Limits.mp4
  • 16e- ICE 2012 Limits.mp4
  • 16f- Egyptian Code Limits.mp4

Chapter (17): Ground Improvement - Soil Replacement

  • Example 16 - Settle3-Ground Improvement- Soil Replacement.mp4

Chapter (18): Ground Improvement - Stone Columns

  • 18a- Introduction.mp4
  • 18b- Design Theory.mp4
  • 18c- Parameters Settle3 Requires.mp4
  • 18d- Drainage Effect.mp4
  • 18e- Sensitivity Analysis.mp4
  • Example 17- Settle3 - Stone Columns.mp4

Chapter (19): Ground Improvement - Vibro-Compaction

  • 19a- Introduction.mp4
  • 19b- Design Theory.mp4
  • 19c- Parameters Settle3 Require.mp4
  • 19d- Other Parameters (Diameter and Spacing).mp4
  • Example 18- Settle3 - Vibro-compaction.mp4

Chapter (20): Ground Improvement - Preloading with Wick Drains

  • 20a- Introduction.mp4
  • 20b- What Parameters Settle3 Require.mp4
  • Example 19 - Settle3- Preloading with Wick Drains.mp4

Chapter (21): Modulus of Subgrade Reaction k

  • 21a- Typical Values (kN per m3) – Terzaghi (1955).mp4
  • 21b- NAVAC 1986 for Dry Soils Correlations.mp4
  • 21c- Summary Typical Values of k (Three References).mp4
  • Example 20 - Settle3- Isloated Footing.mp4
  • Example 21- Settle3 - Raft.mp4
  • Example 22 - Settle3 - Importing Multiple Loads.mp4
  • Quiz - Part 21

Chapter (22): Factored Geotechnical Resistance - SLS

  • 22a- Limit State Design.mp4
  • 22b- LSD European Vs North American Approach.mp4
  • 22c- SLS Resistance Factor.mp4

Chapter (23): Geotechnical - Structure Design Cycle

  • 23- Geotechnical-Sturtcure Cycle.mp4

Assignment (Modulus of Subgrade Reaction for Raft)

  • Homework - k Calculations.pdf