Frequently Asked Questions (FAQs)

Frequently Asked Questions (FAQs)

Q1. Is this course only for RSPile users? What if I use different software for axial pile analysis?

No. This course is not exclusively for RSPile users.

The course teaches the fundamental principles of axial pile analysis, including:

  • Axial load-transfer mechanisms

  • Shaft and toe resistance

  • Compression and tension resistance

  • Bored and driven pile behaviour

  • Manual calculation methods

  • Pile settlement

  • Pile-group behaviour

  • Negative skin friction and downdrag

  • Interpretation of pile-load tests

  • Factored geotechnical resistance

  • Practical design and reporting considerations

These principles are largely independent of any particular software package.

RSPile is used to demonstrate how the theoretical concepts and analytical methods can be implemented in practical models. However, the technical understanding, parameter-selection methods, manual calculations, modelling approach, and engineering judgment developed through the course can also be applied when using other axial pile-analysis tools, including APile, SHAFT, GROUP, AllPile, and custom calculation spreadsheets.

Please note that the features, assumptions, and calculation methods vary between different programs. You should always understand and verify the methodology used by your selected software.


Q2. Why is RSPile used in this course?

RSPile is used because it provides a practical platform for analysing axially loaded single piles and pile groups under a variety of soil, pile, and loading conditions.

Throughout the course, RSPile is used to demonstrate applications involving:

  • Bored and driven piles

  • Cohesive and cohesionless soils

  • Compression and tension loading

  • Shaft and toe resistance

  • Load-transfer behaviour

  • Load-settlement response

  • Single piles and pile groups

  • Different axial resistance methods

  • Sensitivity to pile geometry and soil parameters

The objective is not simply to teach you how to operate the software. The course explains the theory behind the models, how to select and justify the input parameters, how to compare different analysis methods, and how to interpret the results using sound engineering judgment.

Rocscience currently offers the option to request a free trial of RSPile through its official website. The availability, duration, eligibility requirements, and conditions of the trial are determined solely by Rocscience and may change.


Q3. Does The Geotechnicals provide RSPile licences to course participants?

No. The Geotechnicals does not provide RSPile licences and does not have a software-licensing agreement with Rocscience.

Participants are responsible for arranging their own access to RSPile if they wish to follow the software demonstrations and complete the software-based exercises independently.

Depending on your circumstances, you may use:

  • An existing personal or employer-provided licence

  • Access provided by your university or educational institution

  • A trial licence requested directly from Rocscience, where available

  • Another suitable axial pile-analysis program for independently applying the theoretical concepts

Any trial or temporary licence is provided and administered directly by Rocscience. Its availability, duration, approval, and conditions are outside the control of The Geotechnicals.

Because you will receive immediate access to the complete course after registration, we recommend reviewing the proposed learning strategy and identifying the software-based lessons before activating any time-limited trial.


Q4. How do I receive my Certificate of Completion?

To receive your Certificate of Completion, you must:

  • Complete the required course videos and learning activities

  • Complete the course assignment

  • Email your completed assignment to info@thegeotechnicals.com

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

You do not need to complete the course within four weeks to qualify for the certificate. The proposed four-week learning strategy is provided only to help you organize your studies.

You may request your certificate at any time during your course-access period after completing the required assignment.


Q5. Can I communicate with the course instructor during the course?

Yes. Although the course is self-paced, you are welcome to contact the instructor with academic or technical questions related to the course.

You may email your questions to:

info@thegeotechnicals.com

You may also leave a comment directly under any course video. Dr. Ahmed ElMouchi will review and respond to course-related questions as soon as reasonably possible.

Please note that response times may vary depending on the nature of the question and the instructor’s professional commitments.


Q6. Is this course accredited for CPD hours?

The course includes approximately 20 hours of documented learning content.

Your Certificate of Completion and the documented course hours may be used toward Continuing Professional Development, or CPD, reporting, subject to the requirements and approval of your local professional or regulatory body.

CPD requirements vary between jurisdictions and professional organizations. Participants are responsible for confirming whether the course and its documented learning hours qualify under the requirements applicable to their professional registration.


Q7. Will I receive lifetime access to the course videos?

Your initial enrollment includes immediate access to all available course videos, RSPile demonstrations, examples, and supporting learning materials for one year from the date of registration.

The course content is not released gradually. You may access any available lesson from the beginning and either follow the proposed four-week learning strategy or study entirely at your own pace.

After the initial one-year access period 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 arrangement may therefore be considered similar to lifetime access, provided that:

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

  • The course continues to be offered

  • A future round of the course is available

Renewed access is not activated automatically. Its timing may depend on the schedule and availability of future course rounds.


Q8. What if I am unable to complete the course within one year?

The initial one-year access period is intended to provide sufficient time to complete the course while encouraging participants to maintain steady progress.

However, we understand that project deadlines, site responsibilities, changing workloads, travel, family commitments, and other professional or personal circumstances may delay your studies.

Our priority is not simply the completion date. We want to make sure that you have access to the learning resources when you are ready to continue.

If you are unable to complete the course within the initial one-year period, please contact The Geotechnicals Team at:

info@thegeotechnicals.com

We will add you to the next available round of the same course at no additional course-enrollment fee so that you can continue learning and complete the course at your own pace.

Please note that:

  • Renewed access is not automatic

  • You must contact The Geotechnicals Team to request it

  • Renewed access will be provided through an available future round

  • Its timing may depend on the schedule and availability of future rounds

  • This arrangement applies only to the participant who originally registered for the course

English - Round (7): Module 3a - Axial Pile Analysis with RS Pile Software

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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

Course Content

  • 0- Course Content.mp41
  • Recommended Four-Week Learning Strategy!

Chapter (1): Introduction

  • 1.1- Why Deep Foundations.mp41
  • 1.2- Pile Type Classification.mp4
  • 1.3- What is the meaning of Pile Design.mp4
  • 1.4- How Piles Resist Axial Loads ULS.mp4
  • 1.5- Axial Load Transfer Mechanism (t-z) & (q-z) - SLS.mp42
  • Quiz - Chapter (1) .pdf
  • Answer Quiz Chapter (1).pdf

Chapter (2): Individual Pile Ultimate Axial Compression Resistance

  • 2.1- Introduction.mp4
  • 2.2.a– Cohesionless Soils - Shaft Friction Resistance - (i) Ks-tan δ Method.mp42
  • 2.2.a– Cohesionless Soils - Shaft Friction Resistance-(ii) β-Method – FHWA.mp4
  • 2.2.b – Cohesionless Soils - Toe Bearing Resistance.mp4
  • 2.2.c – Cohesionless Soils - Determination of φ.mp44
  • 2.2.d- Cohesionless Soils - Limiting Stresses.mp4
  • 2.2.e- Cohesionless Soils - Effect of Soil near the Pile Toe.mp4
  • Example (1) RS Pile - Bored Piles Axial Resistance - Cohesionless Soils.mp4
  • 2.3.a – Cohesive Soils - Skin Resistance –Undrained Analysis (α-Method).mp4
  • 2.3.b – Cohesive Soils - Toe Bearing Resistance – Undrained Analysis.mp4
  • 2.3.c – Cohesive Soils -Determination of Su.mp42
  • 2.3.d- Cohesive Soils - Drained Analysis (β-Method).mp4
  • Example (2) RS Pile - Bored Piles Axial Resistance – Cohesive Soils .mp44
  • 2.4- Weak Rock - General.mp4
  • 2.4.a – Weak Rock - Skin Resistance - (i) Williams and Pells 1981.mp4
  • 2.4.a – Weak Rock - Skin Resistance - (ii) Kulhawy and Phoon.mp4
  • 2.4.b – Weak Rock-Toe Bearing Resistance - (i) Tomlinson and Woodward 2015.mp42
  • 2.4.b – Weak Rock-Toe Bearing Resistance - (ii) Zhang and Einstein.mp4
  • 2.4.b – Weak Rock-Toe Bearing Resistance - (iii) User Defined b.mp4
  • Example (3) RS Pile - Bored Piles Axial resistance - Weak Rock.mp4
  • 2.5- AASHTO SPT Method for Cohesionless Soils.mp43
  • 2.6- SPT-User Factor Method.mp4
  • 2.7- Zoning and Pile Capacity Table Generator .mp4
  • Example (4) RS Pile - Bored Piles Axial Resistance - Zoning and Capacity Table.mp4
  • Quiz - Chapter (2) .pdf2
  • Answer Quiz Chapter (2) .pdf

Chapter (3): Individual Pile Ultimate Axial Compression Resistance

  • 3.1.a - Cohesionless Soils - Nordlund 196, 1979 and FHWA - Shaft Skin Resistance - qs.mp4
  • 3.1.b - Cohesionless Soils - Nordlund 196, 1979 and FHWA - End Bearing Resistance - qt.mp44
  • Example (5) RS Pile - Driven Pile Axial Resistance - Cohesionless Soils.mp4
  • 3.2.a - Cohesive Soils - (FHWA Method – α Method) - Shaft Friction Resistance qs.mp4
  • 3.2.b - Cohesive Soils - (FHWA Method – α Method) - End Bearing Resistance qt.mp4
  • Example (6) RS Pile – Driven Piles Axial Resistance – Cohesive Soils.mp4
  • Quiz - Chapter (3) .pdf
  • Answer Quiz Chapter (3) .pdf

Chapter (4): Different Capacities

  • 4.1- Three Capacities for Driven Piles.mp4
  • 4.2- Short-Term Scour (local) vs Long-Term Scour.mp4
  • Example (7) RS Pile - Long-term and short-term Scour.mp4
  • 4.3- Downdrag Force (Negative Skin Friction).mp4
  • Example (8) RS Pile - Downdrag forces.mp42
  • 4.4.a- Soil Relaxation.mp4
  • Example (9) RS Pile - Soil Relaxation.mp4
  • 4.4.b- Soil Set-up (Pile Freeze).mp4
  • Example (10) RS Pile - Soil Set-up.mp4
  • 4.5- Driven Piles - Soil Plug Effect.mp4
  • Example (11) RS Pile - Driven Piles – Soil Plug.mp4
  • Quiz - Chapter (4) .pdf
  • Answer Quiz Chapter (4) .pdf

Chapter (5): Individual Pile Ultimate Axial Compression Resistance From Field Tests CPT and SPT

  • 5.1- Pile Capacity from CPT (CFEM 2023 - LCPC Method).mp4
  • 5.1.a- What do we measure in CPT.mp4
  • 5.1.b- Pile shaft friction resistance qs.mp4
  • 5.1.c- Pile toe bearing resistance qt.mp4
  • 5.1.d- Calculations of qca.mp4
  • 5.2.a-Capacity from SPT- Granular Meyerhof (1976).mp4
  • 5.2.b- Capacity from SPT-All Soils-Decourt (1995).mp4
  • Quiz - Chapter (5) .pdf
  • Answer Quiz Chapter (5) .pdf

Chapter (6): Individual Pile Ultimate Axial Tension Resistance

  • 6.1. General.mp4
  • 6.2. Frost-Susceptible and Expansive Soils .mp4
  • Quiz - Chapter (6) .pdf
  • Answer Quiz Chapter (6) .pdf

Chapter (7): Pile Group Resistance

  • 7.1. Axial Load Distribution.mp4
  • 7.2 Group Efficiency.mp4
  • 7.3. Pile Group Compression Resistance – Cohesionless Soils.mp4
  • 7.4. Pile Group Compression Resistance – Cohesive Soils (Equivalent Block).mp4
  • 7.5. Pile Group Axial Tension Resistance.mp4
  • Example (12) RS Pile - Pile Group Capacity - Bored Piles - Cohesive Soils.mp4
  • 7.6. Recommended Minimum Spacing between Piles .mp4
  • Quiz - Chapter (7) .pdf
  • Answer Quiz Chapter (7) .pdf

Chapter (8): Factored Geotechnical Resistance

  • 8.1 – Limit State Design – North American Approach .mp4
  • 8.2 - CFEM 2023 and CHBDC CSA S6-19.mp4
  • 8.3- AASHTO 2020 – Driven Piles.mp4
  • 8.4- AASHTO 2020 – Bored Piles (Drilled Shafts) .mp4
  • 8.5- Determination of Pile Length from Compression Analysis .mp4
  • Quiz - Chapter (8) .pdf
  • Answer Quiz Chapter (8) .pdf

Chapter (9): Single Pile Settlement (Serviceability Limit State)

  • 9.1. General.mp4
  • 9.2. Elastic Continuum Solution (Poulos and Davis 1980) .mp4
  • 9.3. Empirical Method-Vesic 1977.mp4
  • 9.4. Tolerable Settlement.mp4
  • Quiz - Chapter (9) .pdf
  • Answer Quiz Chapter (9) .pdf

Chapter (10): Axial Pile Analysis

  • 10.1 - VIP Introduction .mp4
  • 10.2- RS Pile - Soil Models for Axial Pile Analysis .mp4
  • 10.3- Elastic Model .mp4
  • 10.4- User Defined Model .mp4
  • 10.5- API Sand .mp4
  • Example (13) RS Pile - API Sand Model.mp4
  • 10.6- Mosher Sand (1984) – Driven Piles .mp4
  • Example (14) RS Pile - Mosher Sand (1984).mp4
  • 10.7- Drilled Sand - Reese and O’Neill (1988) .mp4
  • Example (15) RS Pile - Drilled Sand - Reese and O’Neil (1988) .mp4
  • 10.8- API Clay – Driven Piles .mp4
  • Example (16) RS Pile - API Clay .mp4
  • 10.9- Coyle Reese Clay (1966) - Driven Piles.mp4
  • Example (17) RS Pile - Coyle and Reese Clay (1966).mp4
  • 10.10- Drilled Clay - Reese and O’Neill (1988) .mp4
  • Example (18) RS Pile - Drilled Clay-Reese and O’Neil (1988).mp4
  • Quiz - Chapter (10) .pdf
  • Answer Quiz Chapter (10) .pdf

Chapter (11): Pile Group Settlement

  • 11.1- General.mp4
  • 11.2- Empirical Methods for Piles in Cohesionless Soils.mp4
  • 11.3- Empirical Methods for Piles in Cohesive Soils Terzaghi and Peck 1967) .mp4
  • 11.4- Equivalent Footing Analogy – AASHTO 2020 - (For Rigid Pile Caps) .mp4
  • Example (19) RS Pile + Settle3 – Pile Group Axial Analysis.mp42
  • Quiz - Chapter (11) .pdf
  • Answer Quiz Chapter (11) .pdf

Chapter (12) Structural-Geotechnical Cycle

  • 12-Structure-Geotechnical Cycle with Practi.mp4
  • 12a- Axial Pile Design.xlsx
  • Quiz - Chapter (12) .pdf
  • Answer Quiz Chapter (12) .pdf

Chapter (13) Topics to be Covered in next Pile Modules

  • 13- Topics we did not cover .mp4

Course Assignment

  • Assignment - Bored Piles.pdf