Meet Your Instructor – Dr. Ahmed ElMouchi, PhD, PEng

Meet Your Instructor – Dr. Ahmed ElMouchi, PhD, PEng

A Geotechnical Engineer Who Has Walked Your Path

This section is meant to show you how competent your professor is — so yes, you’ll see plenty of accomplishments here. But this course wasn’t built to impress; it was built to help.

I created this course because I was once exactly where you are — looking for clarity in a field full of complexity. I know the questions you're asking, because I’ve asked them myself. And I promised myself that when I figured it out, I’d help others do the same.

This course took over a year to build — not because the content was hard to gather, but because I wanted to make sure it speaks to your level, your pace, and your goals. I hope you feel that in every chapter.


Your Instructor at a Glance

  • Senior Geotechnical Engineer, WSP Canada Inc.

  • Sessional Instructor, University of British Columbia (UBC) — ranked among the top 50 universities worldwide

  • 13+ Years of Experience in geotechnical engineering, including major projects across 3 continents

  • PhD in Geotechnical Engineering, UBC – Specialized in soil stabilization and soft ground behavior

  • 9 peer-reviewed papers on tunnel engineering, soft soils, and numerical modelling

  • Award-winning educator, trained in learning design and teaching methods

  • Fluent in advanced geotechnical software, including PLAXIS 2D/3D, RS Pile, Settle3, Slide2, and more


A Global Perspective with Local Precision

Dr. ElMouchi’s project portfolio includes landmark international infrastructure such as:

  • Kudai Tunnels, Saudi Arabia – NATM tunneling in hard rock

  • Cairo Metro, Egypt – Soft ground tunneling under urban zones

  • Hodgson Slide Mitigation, BC, Canada – Complex slope stabilization for highway infrastructure

  • Selkirk Mountain Bridge Piles, Highway 1, BC – Axial and lateral pile design in mountainous terrain

He has also led geotechnical design for public buildings, slope stabilization works, highway projects, and foundation systems under seismic and challenging soil conditions throughout Canada.

Not Just a Practitioner — A Dedicated Educator

As a sessional instructor at UBC, Dr. ElMouchi has taught multiple geotechnical engineering courses to undergraduate and graduate students, focusing on bridging the gap between academic theory and field practice. He is formally trained in learning design and curriculum development, ensuring that this course is:

  • Clear and digestible

  • Purposefully paced

  • Centered around practical outcomes

His teaching reflects the same attention to clarity and rigor that defines his consulting work.


 Research-Driven. Practice-Proven.

During his PhD, Dr. ElMouchi managed the Geotechnical Materials Laboratory at UBC Okanagan, supervising graduate students and conducting advanced soil testing and analysis. His research — funded by NSERC — focused on the geotechnical behavior and stabilization of peaty soils, producing a widely respected body of work on compressibility and settlement control.


 Recognitions and Professional Involvement

  • University Graduate Fellowship, UBC (2018, 2019, 2020)

  • NSERC PhD Scholarship Recipient (2018–2021)

  • Volunteer with Engineers & Geoscientists BC (EGBC)

  • Active member of VGS, CGS, and ISSMGE

  • P.Eng. designation in British Columbia, and working toward PE licensure in the U.S.


 A Message From Dr. ElMouchi

“I’m not here to just teach you how to calculate resistance. I’m here to help you think like a designer — someone who understands the soil, not just the software. You’re building a skillset that the industry needs more than ever. I’m proud to help you build it.”

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