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 Final Report

Welcome to the second course in our “Geotechnical Engineering – From Theory to Practice Series”. This is the second most common topic in geotechnical engineering "Module (2) Settlement Analysis from Theory to Practice." This course is the most comprehensive program available in settlement analysis with around 100 videos and over 250 PPT slides, designed to equip you with in-depth knowledge and practical skills necessary for accurate soil settlement assessment.

Settlement analysis is a crucial aspect of geotechnical engineering, involving the prediction and evaluation of soil settlement under imposed loads. Accurate settlement analysis ensures the long-term stability and functionality of structures, preventing potential issues such as differential settlement, which can lead to structural damage or failure.

To add more practicality to the course, we have included around 22 examples demonstrating how to use Settle3 software, covering most of its features. These examples will provide hands-on experience and practical insights, enabling you to confidently apply the software to your projects.

This comprehensive course will take you through the fundamental concepts and advanced techniques of settlement analysis over six weeks. You'll explore the theoretical foundations, learn to use state-of-the-art software tools, and understand various methods for calculating and mitigating settlement. Our focus will be on both cohesive and cohesionless soils, examining immediate, consolidation, and creep settlements. We will also cover practical aspects like ground improvement techniques, modulus of subgrade reaction and the determination of allowable settlement limits.

A significant part of this course will address the common problem of assessing the modulus of subgrade reaction through the design cycle with the structural engineer. It is a prevalent issue that some geotechnical engineers assume the modulus of subgrade reaction is constant for the entire footing footprint, which can lead to significant problems in design and construction. We will demonstrate how to avoid this pitfall and ensure more accurate and reliable evaluations.

The knowledge and skills you gain from this course will be directly applicable to real-world projects, enabling you to perform precise and reliable settlement assessments and contribute to the safety and success of geotechnical engineering endeavors.

Course Format

  • Four Weeks of Weekly Learning

    Each week, new content will be unlocked — including short video lectures, practical guides, and applied assignments. This structured pace helps you stay focused and build your understanding step by step.

  • Continued Access After Week 4

    After the initial 4-week learning period, you will still have access to all course videos for one year. However, please note that new Rounds may begin for other students, which could temporarily limit your access to specific videos scheduled for later weeks.

  • Video Access Duration

    You can continue to access the course videos for a maximum of one year

  • Certificate of Completion

    You can request your certificate at any time by submitting your course assignment via email to:
    info@thegeotechnicals.com
    Once reviewed, your certificate will be issued via email within a few business days.

 What Makes This Course Different

This isn’t just a “watch me model this in software” course.

You’ll start with the theory, build calculations by hand, then learn how to implement and interpret those results in Settle3 — just like you would in a real design office.

Every lesson is anchored in realistic geotechnical conditions, and every assignment challenges you to apply what you’ve learned with professional accuracy.

Tools You'll Use

  • Settle3 (Rocscience). However, this course will make you able to deal with any other deep foundation software as you will learn all the basics.

  • Excel (optional for hand calculations)

Included With Your Enrollment

  • Online access to the course videos for on year.

  • Realistic assignments with guided solutions

  • Certificate of Completion

  • Chat and book appointments with the course instructor

Access Policy

Your enrollment includes:

  • 4 weeks of full learning access (content released weekly)

  • 4 additional weeks to review and wrap up

  • One year access to the course videos.

Who This is For

  • Civil engineers looking to specialize in geotechnical aspects of construction projects.

  • Engineering students aspiring to build a career in geotechnical engineering.

  • Geotechnical engineers seeking to deepen their knowledge and practical skills in deep foundation design.

  • Geology graduates who are involved in geotechnical engineering work and would like to learn about geotechnical engineering.

  • Site geotechnical engineers who are willing to move and expand their horizons in geotechnical engineering design.

  • Practicing professionals aiming to stay updated with the latest industry standards and methodologies.

  • Consultants and contractors involved in foundation design and construction.

Course Objectives

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

1- Utilize Settle3 software for various settlement analysis scenarios, including embankment and excavation.

2- Understand the influence zones and stress distribution methods, including Boussinesq and other empirical methods.

3- Differentiate between immediate, consolidation, and creep settlements for cohesive and cohesionless soils.

4- Apply the Elastic Displacement Method and use data from SPT and CPT for settlement calculations.

5- Determine settlement parameters for both cohesive and cohesionless soils.

6- Evaluate and apply ground improvement techniques such as soil replacement, stone columns, vibro-compaction, and preloading with wick drains.

7- Establish allowable settlement limits and understand the modulus of subgrade reaction (k).

8- Integrate settlement analysis into the broader geotechnical-structure design cycle and understand factored geotechnical resistance (SLS).

English - Round (6): Module 2 - Settlement Analysis With Settle3 Software

Buy nowLearn more

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-Edited.mp4
  • Course Content by Week!

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.mp4
  • Example 3 - Settle3- Stress Distribution Methods Com.mp4

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

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

Delayed 7 days

  • 7a- Approximating Soil response as an Ideal Elastic Material.mp4
  • 7b- 3D elastic strain Integration–Drained Conditions(Effective Stres.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- Circular 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)

Delayed 7 days

  • 8a- From SPT – Peck, Hanson and Thornburn (1974 )- CFEM.mp4
  • Example 7 - Settle3 - Peck 1974 Method - Copy.mp4
  • 8b- From SPT - Burland and Burbridge (1985) – CFEM.mp4
  • Example 8 - Settle3 - Burland and Burbridge Method - Copy.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 - Copy.mp4
  • Quiz - Part 8

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

Delayed 7 days

  • 9a- From SPT – Schultze and Sherif (1973).mp4
  • 9b- From SPT – D'Appolonia Method (1970).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

Delayed 7 days

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

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

Delayed 7 days

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

Chapter (12): Consolidation Settlement

Delayed 14 days

  • 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 D.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)

Delayed 14 days

  • 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

Delayed 14 days

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

Chapter (15): Settle3 – Excavation and Dewatering

Delayed 14 days

  • Example 15 - Settle3 - Excavation and Dewatering.mp4

Chapter (16): Allowable Settlement Limits

Delayed 14 days

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

Chapter (17): Ground Improvement - Soil Replacement

Delayed 21 days

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

Chapter (18): Ground Improvement - Stone Columns

Delayed 21 days

  • 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

Delayed 21 days

  • 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

Delayed 21 days

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

Chapter (21): Modulus of Subgrade Reaction k

Delayed 21 days

  • 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

Delayed 21 days

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

Chapter (23): Geotechnical - Structure Design Cycle

Delayed 21 days

  • 23- Geotechnical-Sturtcure Design Cycle.mp4

Assignment (Modulus of Subgrade Reaction for Raft)

Delayed 21 days

  • Homework - k Calculations.pdf