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• Must Read - Important Information About the Course

• Frequently Asked Questions (FAQs)

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

• 1- Introduction-Edited.mp4

• Course Content by Week!

• 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

• 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

• 4a- Settle3 Other Distribution Methods.mp4

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

• 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

• Cohesive Vs Cohesionless soil settlement.mp4

• Notes on Undrained Distortion

• Quiz - Part 6

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• 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

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• 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

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• 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

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• 10a- General.mp4

• 10b- E from Shear Wave Velocity Vs Measurements.mp4

• Quiz - Part 10

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• 11a- Typical Values of E.mp4

• 11b- E from SPT N-Value.mp4

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• 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

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• 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

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• Example 13- Settle3 - Embankment.mp4

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

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• Example 15 - Settle3 - Excavation and Dewatering.mp4

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• 16a- General.mp4

• 16b- Structural Frame.mp4

• 16c- Load Bearing Walls or Raft Foundation.mp4

• 16d- CFEM Limits.mp4

• 16e- ICE 2012 Limits.mp4

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

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• 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

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• 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

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• 20a- Introduction.mp4

• 20b- What Parameters Settle3 Require.mp4

• Example 19 - Settle3- Preloading with Wick Dra.mp4

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• 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

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• 22a- Limit State Design.mp4

• 22b- LSD European Vs North American Approach.mp4

• 22c- SLS Resistance Factor.mp4

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• 23- Geotechnical-Sturtcure Design Cycle.mp4

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• Homework - k Calculations.pdf