English - Module 2 - Settlement Analysis With Settle3 Software - From Theory to Practice
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1- Introduction

1- Introduction-Edited.mp4
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
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
4- Settle3 – Other Stress Distribution Methods

4a- Settle3 Other Distribution Methods.mp4
Example 3 - Settle3- Stress Distribution Methods Com.mp4
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
6- Cohesive Soil Vs Cohesionless soil settlement

Cohesive Vs Cohesionless soil settlement.mp4
Quiz - Part 6
7- Elastic Displacement Method

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
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 - 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
9- Settle3 – Two More Empirical Methods for Settlement Calculations of Cohesionless Soil

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
10- Notes on Obtaining Settlement Parameters

10a- General.mp4
10b- E from Shear Wave Velocity Vs Measurements.mp4
Quiz - Part 10
11- Settlement Parameters of Cohesionless Soils (Drained E’)

11a- Typical Values of E.mp4
11b- E from SPT N-Value.mp4
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 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
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
14- Settle3 – Embankment

Example 13- Settle3 - Embankment.mp4
Example 14- Settle3 - Preload with Back Analysis.mp4
15- Settle3 – Excavation and Dewatering

Example 15 - Settle3 - Excavation and Dewatering.mp4
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
17- Ground Improvement - Soil Replacement

Example 16 - Settle3-Ground Improvement- Soil Replacement.mp4
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
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
20- Ground Improvement - Preloading with Wick Drains

20a- Introduction.mp4
20b- What Parameters Settle3 Require.mp4
Example 19 - Settle3- Preloading with Wick Dra.mp4
21- Modulus of Subgrade Reaction k

Quiz - Part 21
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
22- Factored Geotechnical Resistance - SLS

22a- Limit State Design.mp4
22b- LSD European Vs North American Approach.mp4
22c- SLS Resistance Factor.mp4
23- Geotechnical - Structure Design Cycle

23- Geotechnical-Sturtcure Design Cycle.mp4
Assignment (Modulus of Subgrade Reaction for Raft)

Homework - k Calculations.pdf

Assignment (Modulus of Subgrade Reaction for Raft)

Determine the Contours of The Modulus of Subgrade Reaction for the given stress distribution.

After you finish send me the Settle3 model and an image with the k distribution in kN/m3 to this email

thegeotechnicals@gmail.com

1 Lesson