Arabic - Round (2): Module 2 - Settlement Analysis with Settle3 Software تحليل هبوط التربة

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Arabic - Round (2): Module 2 - Settlement Analysis with Settle3 Software تحليل هبوط التربة

Course
114 Lessons

Round (2) Starts on Oct 17, 2025 الكورس مشروح باللغة العربية لو عايش فى مصر تواصل مع فريق الدعم على الواتس اب للاسعار بالجنيه المصرى 01010038830 You’ll earn a Certificate of Completion for 18 PDH (Professional Development Hours) after completing all videos and submitting your assignment. Content unlocks weekly for 4 weeks, with continued access for one year. During future rounds, content may unlock gradually again.

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About Drip Course and The Course Instructor!

Must Read - Important Information About the Course

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Frequently Asked Questions (FAQs)

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

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Chapter (1): Introduction

1- Introduction .mp4

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Course Content by Week!

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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 Comparison.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

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.mp4

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